<?xml version='1.0' encoding='UTF-8' standalone='yes'?>

<root>
<creator application='PLS-POLE' version='Version 10.20' registereduser='test' date='1/27/2010' time='4:07:38 PM' computer='test' user='test' project='test' projectpath='p:\pls-pole' title='' notes='' plsxmlver='1.0'/>
<table plsname='Steel Pole Properties' tagname='steel_pole_properties' ncols='18' nrows='1' units='0' titledetail=''>
  <steel_pole_properties rownum='0'>
    <steel_pole_property_label>tower</steel_pole_property_label>
    <stock_number />
    <length units='ft'>80.00</length>
    <default_embedded_length units='ft'>0</default_embedded_length>
    <base_plate>Yes</base_plate>
    <shape>12F</shape>
    <tip_diameter units='in'>18.5</tip_diameter>
    <base_diameter units='in'>37.5</base_diameter>
    <taper units='in/ft'>0</taper>
    <default_drag_coef>1</default_drag_coef>
    <tubes>2 tubes</tubes>
    <modulus_of_elasticity_override units='ksi'>0</modulus_of_elasticity_override>
    <weight_density_override units='lbs/ft^3'>0</weight_density_override>
    <shape_at_base />
    <strength_check_type>Calculated</strength_check_type>
    <distance_from_tip units='ft'>0.000</distance_from_tip>
    <ultimate_trans_load units='kips'>0.0000</ultimate_trans_load>
    <ultimate_long_load units='kips'>0.0000</ultimate_long_load>
  </steel_pole_properties>
</table>
<table plsname='Steel Tubes Properties' tagname='steel_tubes_properties' ncols='13' nrows='2' units='0' titledetail=''>
  <steel_tubes_properties rownum='0'>
    <pole_property>tower</pole_property>
    <tube_no>1</tube_no>
    <length units='ft'>40</length>
    <thickness units='in'>0.375</thickness>
    <lap_length units='ft'>4.250</lap_length>
    <lap_gap units='in'>0.070</lap_gap>
    <yield_stress units='ksi'>65.000</yield_stress>
    <moment_cap_override units='ft-k'>0.000</moment_cap_override>
    <tube_weight units='lbs'>3791</tube_weight>
    <calculated_taper units='in/ft'>0.24863</calculated_taper>
    <tube_top_diameter units='in'>18.50</tube_top_diameter>
    <tube_bot_diameter units='in'>28.44</tube_bot_diameter>
    <_1_5x_diam_lap_length units='ft'>3.46</_1_5x_diam_lap_length>
  </steel_tubes_properties>
  <steel_tubes_properties rownum='1'>
    <pole_property>tower</pole_property>
    <tube_no>2</tube_no>
    <length units='ft'>44.25</length>
    <thickness units='in'>0.5</thickness>
    <lap_length units='ft'>0.000</lap_length>
    <lap_gap units='in'>0.000</lap_gap>
    <yield_stress units='ksi'>65.000</yield_stress>
    <moment_cap_override units='ft-k'>0.000</moment_cap_override>
    <tube_weight units='lbs'>7625</tube_weight>
    <calculated_taper units='in/ft'>0.24863</calculated_taper>
    <tube_top_diameter units='in'>26.50</tube_top_diameter>
    <tube_bot_diameter units='in'>37.50</tube_bot_diameter>
    <_1_5x_diam_lap_length units='ft'>0.00</_1_5x_diam_lap_length>
  </steel_tubes_properties>
</table>
<table plsname='Base Plate Properties' tagname='base_plate_properties' ncols='15' nrows='1' units='0' titledetail=''>
  <base_plate_properties rownum='0'>
    <pole_property>tower</pole_property>
    <plate_diam units='in'>52.000</plate_diam>
    <plate_shape>0</plate_shape>
    <plate_thick units='in'>2.750</plate_thick>
    <plate_weight units='lbs'>835</plate_weight>
    <bend_line_length_override units='in'>34.590</bend_line_length_override>
    <hole_diam units='in'>35.500</hole_diam>
    <hole_shape>0</hole_shape>
    <steel_density units='lbs/ft^3'>490.00</steel_density>
    <steel_yield_stress units='ksi'>50.000</steel_yield_stress>
    <bolt_diam units='in'>2.250</bolt_diam>
    <bolt_pattern_diam units='in'>47.000</bolt_pattern_diam>
    <num_of_bolts>16</num_of_bolts>
    <bolt_cage_x_inertia units='in^4'>17566.31</bolt_cage_x_inertia>
    <bolt_cage_y_inertia units='in^4'>17566.31</bolt_cage_y_inertia>
  </base_plate_properties>
</table>
<table plsname='Base Plate' tagname='base_plate' ncols='3' nrows='5' units='0' titledetail='Bolt Coordinates for Property &quot;tower&quot;'>
  <base_plate rownum='0'>
    <bolt_x_coord>0</bolt_x_coord>
    <bolt_y_coord>0</bolt_y_coord>
    <bolt_angle units='deg'>0</bolt_angle>
  </base_plate>
  <base_plate rownum='1'>
    <bolt_x_coord>0</bolt_x_coord>
    <bolt_y_coord>0</bolt_y_coord>
    <bolt_angle units='deg'>22.5</bolt_angle>
  </base_plate>
  <base_plate rownum='2'>
    <bolt_x_coord>0</bolt_x_coord>
    <bolt_y_coord>0</bolt_y_coord>
    <bolt_angle units='deg'>45</bolt_angle>
  </base_plate>
  <base_plate rownum='3'>
    <bolt_x_coord>0</bolt_x_coord>
    <bolt_y_coord>0</bolt_y_coord>
    <bolt_angle units='deg'>67.5</bolt_angle>
  </base_plate>
  <base_plate rownum='4'>
    <bolt_x_coord>0</bolt_x_coord>
    <bolt_y_coord>0</bolt_y_coord>
    <bolt_angle units='deg'>90</bolt_angle>
  </base_plate>
</table>
<table plsname='Steel Pole Connectivity' tagname='steel_pole_connectivity' ncols='13' nrows='1' units='0' titledetail=''>
  <steel_pole_connectivity rownum='0'>
    <pole_label>upright</pole_label>
    <tip_joint />
    <base_joint />
    <x_of_base units='ft'>0</x_of_base>
    <y_of_base units='ft'>0</y_of_base>
    <z_of_base units='ft'>0</z_of_base>
    <inclin_about_x units='deg'>0</inclin_about_x>
    <inclin_about_y units='deg'>0</inclin_about_y>
    <property_set>tower</property_set>
    <attach_labels>4 labels</attach_labels>
    <base_connect> </base_connect>
    <embed_override>0.00</embed_override>
    <embed_c_override units='ft'>0</embed_c_override>
  </steel_pole_connectivity>
</table>
<table plsname='Relative Attachment Labels for' tagname='relative_attachment_labels_for' ncols='3' nrows='4' units='0' titledetail='Steel Pole &quot;upright&quot;'>
  <relative_attachment_labels_for rownum='0'>
    <joint_label>upright:1</joint_label>
    <distance_from_origin_top_joint units='ft'>3.00</distance_from_origin_top_joint>
    <global_z_of_attach units='ft'>0.00</global_z_of_attach>
  </relative_attachment_labels_for>
  <relative_attachment_labels_for rownum='1'>
    <joint_label>upright:2</joint_label>
    <distance_from_origin_top_joint units='ft'>7.00</distance_from_origin_top_joint>
    <global_z_of_attach units='ft'>0.00</global_z_of_attach>
  </relative_attachment_labels_for>
  <relative_attachment_labels_for rownum='2'>
    <joint_label>upright:3</joint_label>
    <distance_from_origin_top_joint units='ft'>11.00</distance_from_origin_top_joint>
    <global_z_of_attach units='ft'>0.00</global_z_of_attach>
  </relative_attachment_labels_for>
  <relative_attachment_labels_for rownum='3'>
    <joint_label>upright:4</joint_label>
    <distance_from_origin_top_joint units='ft'>15.00</distance_from_origin_top_joint>
    <global_z_of_attach units='ft'>0.00</global_z_of_attach>
  </relative_attachment_labels_for>
</table>
<table plsname='Pole Steel Properties' tagname='pole_steel_properties' ncols='14' nrows='36' units='0' titledetail=''>
  <pole_steel_properties rownum='0'>
    <element_label>upright</element_label>
    <joint_label>upright:t</joint_label>
    <joint_position>upright:t Ori</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <outer_diam units='in'>18.50</outer_diam>
    <area units='in^2'>21.85</area>
    <t_moment_inertia units='in^4'>919.31</t_moment_inertia>
    <l_moment_inertia units='in^4'>919.31</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>10.5</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>538.33</asce_cap_trans>
    <asce_cap_long units='ft-k'>538.33</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='1'>
    <element_label>upright</element_label>
    <joint_label>upright:1</joint_label>
    <joint_position>upright:1 End</joint_position>
    <rel_dist units='ft'>3.00</rel_dist>
    <outer_diam units='in'>19.25</outer_diam>
    <area units='in^2'>22.75</area>
    <t_moment_inertia units='in^4'>1037.50</t_moment_inertia>
    <l_moment_inertia units='in^4'>1037.50</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>11.1</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>584.00</asce_cap_trans>
    <asce_cap_long units='ft-k'>584.00</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='2'>
    <element_label>upright</element_label>
    <joint_label>upright:1</joint_label>
    <joint_position>upright:1 Ori</joint_position>
    <rel_dist units='ft'>3.00</rel_dist>
    <outer_diam units='in'>19.25</outer_diam>
    <area units='in^2'>22.75</area>
    <t_moment_inertia units='in^4'>1037.50</t_moment_inertia>
    <l_moment_inertia units='in^4'>1037.50</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>11.1</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>584.00</asce_cap_trans>
    <asce_cap_long units='ft-k'>584.00</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='3'>
    <element_label>upright</element_label>
    <joint_label>upright:2</joint_label>
    <joint_position>upright:2 End</joint_position>
    <rel_dist units='ft'>7.00</rel_dist>
    <outer_diam units='in'>20.24</outer_diam>
    <area units='in^2'>23.95</area>
    <t_moment_inertia units='in^4'>1210.28</t_moment_inertia>
    <l_moment_inertia units='in^4'>1210.28</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>11.8</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>647.78</asce_cap_trans>
    <asce_cap_long units='ft-k'>647.78</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='4'>
    <element_label>upright</element_label>
    <joint_label>upright:2</joint_label>
    <joint_position>upright:2 Ori</joint_position>
    <rel_dist units='ft'>7.00</rel_dist>
    <outer_diam units='in'>20.24</outer_diam>
    <area units='in^2'>23.95</area>
    <t_moment_inertia units='in^4'>1210.28</t_moment_inertia>
    <l_moment_inertia units='in^4'>1210.28</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>11.8</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>647.78</asce_cap_trans>
    <asce_cap_long units='ft-k'>647.78</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='5'>
    <element_label>upright</element_label>
    <joint_label>upright:3</joint_label>
    <joint_position>upright:3 End</joint_position>
    <rel_dist units='ft'>11.00</rel_dist>
    <outer_diam units='in'>21.23</outer_diam>
    <area units='in^2'>25.15</area>
    <t_moment_inertia units='in^4'>1401.26</t_moment_inertia>
    <l_moment_inertia units='in^4'>1401.26</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>12.5</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>714.87</asce_cap_trans>
    <asce_cap_long units='ft-k'>714.87</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='6'>
    <element_label>upright</element_label>
    <joint_label>upright:3</joint_label>
    <joint_position>upright:3 Ori</joint_position>
    <rel_dist units='ft'>11.00</rel_dist>
    <outer_diam units='in'>21.23</outer_diam>
    <area units='in^2'>25.15</area>
    <t_moment_inertia units='in^4'>1401.26</t_moment_inertia>
    <l_moment_inertia units='in^4'>1401.26</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>12.5</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>714.87</asce_cap_trans>
    <asce_cap_long units='ft-k'>714.87</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='7'>
    <element_label>upright</element_label>
    <joint_label>upright:4</joint_label>
    <joint_position>upright:4 End</joint_position>
    <rel_dist units='ft'>15.00</rel_dist>
    <outer_diam units='in'>22.23</outer_diam>
    <area units='in^2'>26.35</area>
    <t_moment_inertia units='in^4'>1611.33</t_moment_inertia>
    <l_moment_inertia units='in^4'>1611.33</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>13.2</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>785.27</asce_cap_trans>
    <asce_cap_long units='ft-k'>785.27</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='8'>
    <element_label>upright</element_label>
    <joint_label>upright:4</joint_label>
    <joint_position>upright:4 Ori</joint_position>
    <rel_dist units='ft'>15.00</rel_dist>
    <outer_diam units='in'>22.23</outer_diam>
    <area units='in^2'>26.35</area>
    <t_moment_inertia units='in^4'>1611.33</t_moment_inertia>
    <l_moment_inertia units='in^4'>1611.33</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>13.2</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>785.27</asce_cap_trans>
    <asce_cap_long units='ft-k'>785.27</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='9'>
    <element_label>upright</element_label>
    <joint_label>#upright:0</joint_label>
    <joint_position>Tube 1 End</joint_position>
    <rel_dist units='ft'>20.00</rel_dist>
    <outer_diam units='in'>23.47</outer_diam>
    <area units='in^2'>27.85</area>
    <t_moment_inertia units='in^4'>1902.18</t_moment_inertia>
    <l_moment_inertia units='in^4'>1902.18</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>14.1</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>877.92</asce_cap_trans>
    <asce_cap_long units='ft-k'>877.92</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='10'>
    <element_label>upright</element_label>
    <joint_label>#upright:0</joint_label>
    <joint_position>Tube 1 Ori</joint_position>
    <rel_dist units='ft'>20.00</rel_dist>
    <outer_diam units='in'>23.47</outer_diam>
    <area units='in^2'>27.85</area>
    <t_moment_inertia units='in^4'>1902.18</t_moment_inertia>
    <l_moment_inertia units='in^4'>1902.18</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>14.1</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>877.92</asce_cap_trans>
    <asce_cap_long units='ft-k'>877.92</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='11'>
    <element_label>upright</element_label>
    <joint_label>#upright:1</joint_label>
    <joint_position>Tube 1 End</joint_position>
    <rel_dist units='ft'>25.00</rel_dist>
    <outer_diam units='in'>24.72</outer_diam>
    <area units='in^2'>29.35</area>
    <t_moment_inertia units='in^4'>2226.08</t_moment_inertia>
    <l_moment_inertia units='in^4'>2226.08</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>15.0</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>975.73</asce_cap_trans>
    <asce_cap_long units='ft-k'>975.73</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='12'>
    <element_label>upright</element_label>
    <joint_label>#upright:1</joint_label>
    <joint_position>Tube 1 Ori</joint_position>
    <rel_dist units='ft'>25.00</rel_dist>
    <outer_diam units='in'>24.72</outer_diam>
    <area units='in^2'>29.35</area>
    <t_moment_inertia units='in^4'>2226.08</t_moment_inertia>
    <l_moment_inertia units='in^4'>2226.08</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>15.0</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>975.73</asce_cap_trans>
    <asce_cap_long units='ft-k'>975.73</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='13'>
    <element_label>upright</element_label>
    <joint_label>#upright:2</joint_label>
    <joint_position>Tube 1 End</joint_position>
    <rel_dist units='ft'>30.00</rel_dist>
    <outer_diam units='in'>25.96</outer_diam>
    <area units='in^2'>30.85</area>
    <t_moment_inertia units='in^4'>2584.82</t_moment_inertia>
    <l_moment_inertia units='in^4'>2584.82</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>15.9</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>1078.72</asce_cap_trans>
    <asce_cap_long units='ft-k'>1078.72</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='14'>
    <element_label>upright</element_label>
    <joint_label>#upright:2</joint_label>
    <joint_position>Tube 1 Ori</joint_position>
    <rel_dist units='ft'>30.00</rel_dist>
    <outer_diam units='in'>25.96</outer_diam>
    <area units='in^2'>30.85</area>
    <t_moment_inertia units='in^4'>2584.82</t_moment_inertia>
    <l_moment_inertia units='in^4'>2584.82</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>15.9</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>1078.72</asce_cap_trans>
    <asce_cap_long units='ft-k'>1078.72</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='15'>
    <element_label>upright</element_label>
    <joint_label>#upright:3</joint_label>
    <joint_position>Tube 1 End</joint_position>
    <rel_dist units='ft'>32.88</rel_dist>
    <outer_diam units='in'>26.67</outer_diam>
    <area units='in^2'>31.71</area>
    <t_moment_inertia units='in^4'>2807.55</t_moment_inertia>
    <l_moment_inertia units='in^4'>2807.55</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.4</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>1140.27</asce_cap_trans>
    <asce_cap_long units='ft-k'>1140.27</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='16'>
    <element_label>upright</element_label>
    <joint_label>#upright:3</joint_label>
    <joint_position>Tube 1 Ori</joint_position>
    <rel_dist units='ft'>32.88</rel_dist>
    <outer_diam units='in'>26.67</outer_diam>
    <area units='in^2'>31.71</area>
    <t_moment_inertia units='in^4'>2807.55</t_moment_inertia>
    <l_moment_inertia units='in^4'>2807.55</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.4</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>1140.27</asce_cap_trans>
    <asce_cap_long units='ft-k'>1140.27</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='17'>
    <element_label>upright</element_label>
    <joint_label>#upright:4</joint_label>
    <joint_position>SpliceT End</joint_position>
    <rel_dist units='ft'>35.75</rel_dist>
    <outer_diam units='in'>27.39</outer_diam>
    <area units='in^2'>32.57</area>
    <t_moment_inertia units='in^4'>3042.73</t_moment_inertia>
    <l_moment_inertia units='in^4'>3042.73</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.9</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>1203.53</asce_cap_trans>
    <asce_cap_long units='ft-k'>1203.53</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='18'>
    <element_label>upright</element_label>
    <joint_label>#upright:4</joint_label>
    <joint_position>SpliceT Ori</joint_position>
    <rel_dist units='ft'>35.75</rel_dist>
    <outer_diam units='in'>27.39</outer_diam>
    <area units='in^2'>32.57</area>
    <t_moment_inertia units='in^4'>3042.73</t_moment_inertia>
    <l_moment_inertia units='in^4'>3042.73</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.9</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>1203.53</asce_cap_trans>
    <asce_cap_long units='ft-k'>1203.53</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='19'>
    <element_label>upright</element_label>
    <joint_label>#upright:5</joint_label>
    <joint_position>SpliceB End</joint_position>
    <rel_dist units='ft'>40.00</rel_dist>
    <outer_diam units='in'>27.55</outer_diam>
    <area units='in^2'>43.50</area>
    <t_moment_inertia units='in^4'>4076.35</t_moment_inertia>
    <l_moment_inertia units='in^4'>4076.35</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>12.1</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>1602.63</asce_cap_trans>
    <asce_cap_long units='ft-k'>1602.63</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='20'>
    <element_label>upright</element_label>
    <joint_label>#upright:5</joint_label>
    <joint_position>SpliceB Ori</joint_position>
    <rel_dist units='ft'>40.00</rel_dist>
    <outer_diam units='in'>27.56</outer_diam>
    <area units='in^2'>43.50</area>
    <t_moment_inertia units='in^4'>4076.35</t_moment_inertia>
    <l_moment_inertia units='in^4'>4076.35</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>12.1</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>1602.63</asce_cap_trans>
    <asce_cap_long units='ft-k'>1602.63</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='21'>
    <element_label>upright</element_label>
    <joint_label>#upright:6</joint_label>
    <joint_position>Tube 2 End</joint_position>
    <rel_dist units='ft'>45.00</rel_dist>
    <outer_diam units='in'>28.80</outer_diam>
    <area units='in^2'>45.49</area>
    <t_moment_inertia units='in^4'>4664.33</t_moment_inertia>
    <l_moment_inertia units='in^4'>4664.33</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>12.8</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>1754.63</asce_cap_trans>
    <asce_cap_long units='ft-k'>1754.63</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='22'>
    <element_label>upright</element_label>
    <joint_label>#upright:6</joint_label>
    <joint_position>Tube 2 Ori</joint_position>
    <rel_dist units='ft'>45.00</rel_dist>
    <outer_diam units='in'>28.80</outer_diam>
    <area units='in^2'>45.49</area>
    <t_moment_inertia units='in^4'>4664.33</t_moment_inertia>
    <l_moment_inertia units='in^4'>4664.33</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>12.8</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>1754.63</asce_cap_trans>
    <asce_cap_long units='ft-k'>1754.63</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='23'>
    <element_label>upright</element_label>
    <joint_label>#upright:7</joint_label>
    <joint_position>Tube 2 End</joint_position>
    <rel_dist units='ft'>50.00</rel_dist>
    <outer_diam units='in'>30.04</outer_diam>
    <area units='in^2'>47.49</area>
    <t_moment_inertia units='in^4'>5306.30</t_moment_inertia>
    <l_moment_inertia units='in^4'>5306.30</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>13.4</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>1913.53</asce_cap_trans>
    <asce_cap_long units='ft-k'>1913.53</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='24'>
    <element_label>upright</element_label>
    <joint_label>#upright:7</joint_label>
    <joint_position>Tube 2 Ori</joint_position>
    <rel_dist units='ft'>50.00</rel_dist>
    <outer_diam units='in'>30.04</outer_diam>
    <area units='in^2'>47.49</area>
    <t_moment_inertia units='in^4'>5306.31</t_moment_inertia>
    <l_moment_inertia units='in^4'>5306.31</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>13.4</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>1913.53</asce_cap_trans>
    <asce_cap_long units='ft-k'>1913.53</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='25'>
    <element_label>upright</element_label>
    <joint_label>#upright:8</joint_label>
    <joint_position>Tube 2 End</joint_position>
    <rel_dist units='ft'>55.00</rel_dist>
    <outer_diam units='in'>31.28</outer_diam>
    <area units='in^2'>49.49</area>
    <t_moment_inertia units='in^4'>6004.64</t_moment_inertia>
    <l_moment_inertia units='in^4'>6004.64</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>14.1</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>2079.32</asce_cap_trans>
    <asce_cap_long units='ft-k'>2079.32</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='26'>
    <element_label>upright</element_label>
    <joint_label>#upright:8</joint_label>
    <joint_position>Tube 2 Ori</joint_position>
    <rel_dist units='ft'>55.00</rel_dist>
    <outer_diam units='in'>31.28</outer_diam>
    <area units='in^2'>49.49</area>
    <t_moment_inertia units='in^4'>6004.64</t_moment_inertia>
    <l_moment_inertia units='in^4'>6004.64</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>14.1</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>2079.32</asce_cap_trans>
    <asce_cap_long units='ft-k'>2079.32</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='27'>
    <element_label>upright</element_label>
    <joint_label>#upright:9</joint_label>
    <joint_position>Tube 2 End</joint_position>
    <rel_dist units='ft'>60.00</rel_dist>
    <outer_diam units='in'>32.53</outer_diam>
    <area units='in^2'>51.49</area>
    <t_moment_inertia units='in^4'>6761.72</t_moment_inertia>
    <l_moment_inertia units='in^4'>6761.72</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>14.8</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>2252.00</asce_cap_trans>
    <asce_cap_long units='ft-k'>2252.00</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='28'>
    <element_label>upright</element_label>
    <joint_label>#upright:9</joint_label>
    <joint_position>Tube 2 Ori</joint_position>
    <rel_dist units='ft'>60.00</rel_dist>
    <outer_diam units='in'>32.53</outer_diam>
    <area units='in^2'>51.49</area>
    <t_moment_inertia units='in^4'>6761.72</t_moment_inertia>
    <l_moment_inertia units='in^4'>6761.72</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>14.8</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>2252.00</asce_cap_trans>
    <asce_cap_long units='ft-k'>2252.00</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='29'>
    <element_label>upright</element_label>
    <joint_label>#upright:10</joint_label>
    <joint_position>Tube 2 End</joint_position>
    <rel_dist units='ft'>65.00</rel_dist>
    <outer_diam units='in'>33.77</outer_diam>
    <area units='in^2'>53.49</area>
    <t_moment_inertia units='in^4'>7579.89</t_moment_inertia>
    <l_moment_inertia units='in^4'>7579.89</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>15.4</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>2431.56</asce_cap_trans>
    <asce_cap_long units='ft-k'>2431.56</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='30'>
    <element_label>upright</element_label>
    <joint_label>#upright:10</joint_label>
    <joint_position>Tube 2 Ori</joint_position>
    <rel_dist units='ft'>65.00</rel_dist>
    <outer_diam units='in'>33.77</outer_diam>
    <area units='in^2'>53.49</area>
    <t_moment_inertia units='in^4'>7579.90</t_moment_inertia>
    <l_moment_inertia units='in^4'>7579.90</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>15.4</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>2431.56</asce_cap_trans>
    <asce_cap_long units='ft-k'>2431.56</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='31'>
    <element_label>upright</element_label>
    <joint_label>#upright:11</joint_label>
    <joint_position>Tube 2 End</joint_position>
    <rel_dist units='ft'>70.00</rel_dist>
    <outer_diam units='in'>35.01</outer_diam>
    <area units='in^2'>55.49</area>
    <t_moment_inertia units='in^4'>8461.55</t_moment_inertia>
    <l_moment_inertia units='in^4'>8461.55</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.1</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>2618.02</asce_cap_trans>
    <asce_cap_long units='ft-k'>2618.02</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='32'>
    <element_label>upright</element_label>
    <joint_label>#upright:11</joint_label>
    <joint_position>Tube 2 Ori</joint_position>
    <rel_dist units='ft'>70.00</rel_dist>
    <outer_diam units='in'>35.01</outer_diam>
    <area units='in^2'>55.49</area>
    <t_moment_inertia units='in^4'>8461.55</t_moment_inertia>
    <l_moment_inertia units='in^4'>8461.55</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.1</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>2618.02</asce_cap_trans>
    <asce_cap_long units='ft-k'>2618.02</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='33'>
    <element_label>upright</element_label>
    <joint_label>#upright:12</joint_label>
    <joint_position>Tube 2 End</joint_position>
    <rel_dist units='ft'>75.00</rel_dist>
    <outer_diam units='in'>36.26</outer_diam>
    <area units='in^2'>57.49</area>
    <t_moment_inertia units='in^4'>9409.06</t_moment_inertia>
    <l_moment_inertia units='in^4'>9409.06</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.8</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>2811.37</asce_cap_trans>
    <asce_cap_long units='ft-k'>2811.37</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='34'>
    <element_label>upright</element_label>
    <joint_label>#upright:12</joint_label>
    <joint_position>Tube 2 Ori</joint_position>
    <rel_dist units='ft'>75.00</rel_dist>
    <outer_diam units='in'>36.26</outer_diam>
    <area units='in^2'>57.49</area>
    <t_moment_inertia units='in^4'>9409.06</t_moment_inertia>
    <l_moment_inertia units='in^4'>9409.06</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.8</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>2811.37</asce_cap_trans>
    <asce_cap_long units='ft-k'>2811.37</asce_cap_long>
  </pole_steel_properties>
  <pole_steel_properties rownum='35'>
    <element_label>upright</element_label>
    <joint_label>upright:g</joint_label>
    <joint_position>upright:g End</joint_position>
    <rel_dist units='ft'>80.00</rel_dist>
    <outer_diam units='in'>37.50</outer_diam>
    <area units='in^2'>59.48</area>
    <t_moment_inertia units='in^4'>10424.79</t_moment_inertia>
    <l_moment_inertia units='in^4'>10424.79</l_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>17.4</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_trans units='ft-k'>3011.60</asce_cap_trans>
    <asce_cap_long units='ft-k'>3011.60</asce_cap_long>
  </pole_steel_properties>
</table>
<table plsname='Tubular Davit Properties' tagname='tubular_davit_properties' ncols='18' nrows='1' units='0' titledetail=''>
  <tubular_davit_properties rownum='0'>
    <davit_property_label>M___40</davit_property_label>
    <stock_number>M___40</stock_number>
    <steel_shape>4F</steel_shape>
    <thickness units='in'>0.1875</thickness>
    <base_diameter_or_depth units='in'>5</base_diameter_or_depth>
    <tip_diameter_or_depth units='in'>3</tip_diameter_or_depth>
    <taper units='in/ft'>0</taper>
    <drag_coef>1.6</drag_coef>
    <modulus_of_elasticity units='ksi'>29000</modulus_of_elasticity>
    <geometry>1 point </geometry>
    <strength_check_type>Calculated</strength_check_type>
    <vertical_capacity units='lbs'>6421</vertical_capacity>
    <tension_capacity units='lbs'>4000</tension_capacity>
    <compres_capacity units='lbs'>4000</compres_capacity>
    <long_capacity units='lbs'>3000</long_capacity>
    <yield_stress units='ksi'>65</yield_stress>
    <weight_density_override units='lbs/ft^3'>0</weight_density_override>
    <steel_shape_at_end />
  </tubular_davit_properties>
</table>
<table plsname='Intermediate Joints' tagname='intermediate_joints' ncols='3' nrows='1' units='0' titledetail='for Davit Property &quot;M___40&quot;'>
  <intermediate_joints rownum='0'>
    <joint_label>T</joint_label>
    <horz_offset units='ft'>4</horz_offset>
    <vert_offset units='ft'>-0.66667</vert_offset>
  </intermediate_joints>
</table>
<table plsname='Tubular Davit Arm Connectivity' tagname='tubular_davit_arm_connectivity' ncols='4' nrows='8' units='0' titledetail=''>
  <tubular_davit_arm_connectivity rownum='0'>
    <davit_label>AL</davit_label>
    <attach_label>upright:1</attach_label>
    <davit_property_set>M___40</davit_property_set>
    <azimuth units='deg'>180</azimuth>
  </tubular_davit_arm_connectivity>
  <tubular_davit_arm_connectivity rownum='1'>
    <davit_label>AR</davit_label>
    <attach_label>upright:1</attach_label>
    <davit_property_set>M___40</davit_property_set>
    <azimuth units='deg'>0</azimuth>
  </tubular_davit_arm_connectivity>
  <tubular_davit_arm_connectivity rownum='2'>
    <davit_label>BL</davit_label>
    <attach_label>upright:2</attach_label>
    <davit_property_set>M___40</davit_property_set>
    <azimuth units='deg'>180</azimuth>
  </tubular_davit_arm_connectivity>
  <tubular_davit_arm_connectivity rownum='3'>
    <davit_label>BR</davit_label>
    <attach_label>upright:2</attach_label>
    <davit_property_set>M___40</davit_property_set>
    <azimuth units='deg'>0</azimuth>
  </tubular_davit_arm_connectivity>
  <tubular_davit_arm_connectivity rownum='4'>
    <davit_label>CL</davit_label>
    <attach_label>upright:3</attach_label>
    <davit_property_set>M___40</davit_property_set>
    <azimuth units='deg'>180</azimuth>
  </tubular_davit_arm_connectivity>
  <tubular_davit_arm_connectivity rownum='5'>
    <davit_label>CR</davit_label>
    <attach_label>upright:3</attach_label>
    <davit_property_set>M___40</davit_property_set>
    <azimuth units='deg'>0</azimuth>
  </tubular_davit_arm_connectivity>
  <tubular_davit_arm_connectivity rownum='6'>
    <davit_label>DL</davit_label>
    <attach_label>upright:4</attach_label>
    <davit_property_set>M___40</davit_property_set>
    <azimuth units='deg'>180</azimuth>
  </tubular_davit_arm_connectivity>
  <tubular_davit_arm_connectivity rownum='7'>
    <davit_label>DR</davit_label>
    <attach_label>upright:4</attach_label>
    <davit_property_set>M___40</davit_property_set>
    <azimuth units='deg'>0</azimuth>
  </tubular_davit_arm_connectivity>
</table>
<table plsname='Tubular Davit Arm Steel Properties' tagname='tubular_davit_arm_steel_properties' ncols='14' nrows='16' units='0' titledetail=''>
  <tubular_davit_arm_steel_properties rownum='0'>
    <element_label>AL</element_label>
    <joint_label>AL:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <outer_diam units='in'>5.00</outer_diam>
    <area units='in^2'>3.61</area>
    <v_moment_inertia units='in^4'>13.95</v_moment_inertia>
    <h_moment_inertia units='in^4'>13.95</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.7</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>30.23</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>30.23</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='1'>
    <element_label>AL</element_label>
    <joint_label>AL:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <outer_diam units='in'>3.00</outer_diam>
    <area units='in^2'>2.11</area>
    <v_moment_inertia units='in^4'>2.79</v_moment_inertia>
    <h_moment_inertia units='in^4'>2.79</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>6.0</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>10.09</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>10.09</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='2'>
    <element_label>AR</element_label>
    <joint_label>AR:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <outer_diam units='in'>5.00</outer_diam>
    <area units='in^2'>3.61</area>
    <v_moment_inertia units='in^4'>13.95</v_moment_inertia>
    <h_moment_inertia units='in^4'>13.95</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.7</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>30.23</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>30.23</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='3'>
    <element_label>AR</element_label>
    <joint_label>AR:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <outer_diam units='in'>3.00</outer_diam>
    <area units='in^2'>2.11</area>
    <v_moment_inertia units='in^4'>2.79</v_moment_inertia>
    <h_moment_inertia units='in^4'>2.79</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>6.0</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>10.09</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>10.09</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='4'>
    <element_label>BL</element_label>
    <joint_label>BL:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <outer_diam units='in'>5.00</outer_diam>
    <area units='in^2'>3.61</area>
    <v_moment_inertia units='in^4'>13.95</v_moment_inertia>
    <h_moment_inertia units='in^4'>13.95</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.7</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>30.23</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>30.23</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='5'>
    <element_label>BL</element_label>
    <joint_label>BL:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <outer_diam units='in'>3.00</outer_diam>
    <area units='in^2'>2.11</area>
    <v_moment_inertia units='in^4'>2.79</v_moment_inertia>
    <h_moment_inertia units='in^4'>2.79</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>6.0</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>10.09</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>10.09</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='6'>
    <element_label>BR</element_label>
    <joint_label>BR:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <outer_diam units='in'>5.00</outer_diam>
    <area units='in^2'>3.61</area>
    <v_moment_inertia units='in^4'>13.95</v_moment_inertia>
    <h_moment_inertia units='in^4'>13.95</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.7</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>30.23</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>30.23</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='7'>
    <element_label>BR</element_label>
    <joint_label>BR:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <outer_diam units='in'>3.00</outer_diam>
    <area units='in^2'>2.11</area>
    <v_moment_inertia units='in^4'>2.79</v_moment_inertia>
    <h_moment_inertia units='in^4'>2.79</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>6.0</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>10.09</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>10.09</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='8'>
    <element_label>CL</element_label>
    <joint_label>CL:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <outer_diam units='in'>5.00</outer_diam>
    <area units='in^2'>3.61</area>
    <v_moment_inertia units='in^4'>13.95</v_moment_inertia>
    <h_moment_inertia units='in^4'>13.95</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.7</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>30.23</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>30.23</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='9'>
    <element_label>CL</element_label>
    <joint_label>CL:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <outer_diam units='in'>3.00</outer_diam>
    <area units='in^2'>2.11</area>
    <v_moment_inertia units='in^4'>2.79</v_moment_inertia>
    <h_moment_inertia units='in^4'>2.79</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>6.0</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>10.09</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>10.09</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='10'>
    <element_label>CR</element_label>
    <joint_label>CR:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <outer_diam units='in'>5.00</outer_diam>
    <area units='in^2'>3.61</area>
    <v_moment_inertia units='in^4'>13.95</v_moment_inertia>
    <h_moment_inertia units='in^4'>13.95</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.7</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>30.23</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>30.23</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='11'>
    <element_label>CR</element_label>
    <joint_label>CR:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <outer_diam units='in'>3.00</outer_diam>
    <area units='in^2'>2.11</area>
    <v_moment_inertia units='in^4'>2.79</v_moment_inertia>
    <h_moment_inertia units='in^4'>2.79</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>6.0</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>10.09</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>10.09</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='12'>
    <element_label>DL</element_label>
    <joint_label>DL:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <outer_diam units='in'>5.00</outer_diam>
    <area units='in^2'>3.61</area>
    <v_moment_inertia units='in^4'>13.95</v_moment_inertia>
    <h_moment_inertia units='in^4'>13.95</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.7</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>30.23</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>30.23</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='13'>
    <element_label>DL</element_label>
    <joint_label>DL:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <outer_diam units='in'>3.00</outer_diam>
    <area units='in^2'>2.11</area>
    <v_moment_inertia units='in^4'>2.79</v_moment_inertia>
    <h_moment_inertia units='in^4'>2.79</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>6.0</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>10.09</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>10.09</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='14'>
    <element_label>DR</element_label>
    <joint_label>DR:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <outer_diam units='in'>5.00</outer_diam>
    <area units='in^2'>3.61</area>
    <v_moment_inertia units='in^4'>13.95</v_moment_inertia>
    <h_moment_inertia units='in^4'>13.95</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>16.7</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>30.23</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>30.23</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
  <tubular_davit_arm_steel_properties rownum='15'>
    <element_label>DR</element_label>
    <joint_label>DR:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <outer_diam units='in'>3.00</outer_diam>
    <area units='in^2'>2.11</area>
    <v_moment_inertia units='in^4'>2.79</v_moment_inertia>
    <h_moment_inertia units='in^4'>2.79</h_moment_inertia>
    <d_t>0.00</d_t>
    <w_t_max>6.0</w_t_max>
    <fy units='ksi'>65.00</fy>
    <fa_min units='ksi'>65.00</fa_min>
    <asce_cap_v_mom units='ft-k'>10.09</asce_cap_v_mom>
    <asce_cap_h_mom units='ft-k'>10.09</asce_cap_h_mom>
  </tubular_davit_arm_steel_properties>
</table>
<table plsname='Clamp Properties' tagname='clamp_properties' ncols='3' nrows='1' units='0' titledetail=''>
  <clamp_properties rownum='0'>
    <label>Ficticious Clamp</label>
    <stock_number />
    <holding_capacity units='lbs'>5e+007</holding_capacity>
  </clamp_properties>
</table>
<table plsname='Clamp Insulator Connectivity' tagname='clamp_insulator_connectivity' ncols='4' nrows='9' units='0' titledetail=''>
  <clamp_insulator_connectivity rownum='0'>
    <clamp_label>static</clamp_label>
    <structure_and_tip_attach>upright:t</structure_and_tip_attach>
    <property_set>Ficticious Clamp</property_set>
    <min_required_vertical_load_uplift units='lbs'>No Limit</min_required_vertical_load_uplift>
  </clamp_insulator_connectivity>
  <clamp_insulator_connectivity rownum='1'>
    <clamp_label>1</clamp_label>
    <structure_and_tip_attach>AL:T</structure_and_tip_attach>
    <property_set>Ficticious Clamp</property_set>
    <min_required_vertical_load_uplift units='lbs'>No Limit</min_required_vertical_load_uplift>
  </clamp_insulator_connectivity>
  <clamp_insulator_connectivity rownum='2'>
    <clamp_label>2</clamp_label>
    <structure_and_tip_attach>AR:T</structure_and_tip_attach>
    <property_set>Ficticious Clamp</property_set>
    <min_required_vertical_load_uplift units='lbs'>No Limit</min_required_vertical_load_uplift>
  </clamp_insulator_connectivity>
  <clamp_insulator_connectivity rownum='3'>
    <clamp_label>3</clamp_label>
    <structure_and_tip_attach>BL:T</structure_and_tip_attach>
    <property_set>Ficticious Clamp</property_set>
    <min_required_vertical_load_uplift units='lbs'>No Limit</min_required_vertical_load_uplift>
  </clamp_insulator_connectivity>
  <clamp_insulator_connectivity rownum='4'>
    <clamp_label>4</clamp_label>
    <structure_and_tip_attach>BR:T</structure_and_tip_attach>
    <property_set>Ficticious Clamp</property_set>
    <min_required_vertical_load_uplift units='lbs'>No Limit</min_required_vertical_load_uplift>
  </clamp_insulator_connectivity>
  <clamp_insulator_connectivity rownum='5'>
    <clamp_label>5</clamp_label>
    <structure_and_tip_attach>CL:T</structure_and_tip_attach>
    <property_set>Ficticious Clamp</property_set>
    <min_required_vertical_load_uplift units='lbs'>No Limit</min_required_vertical_load_uplift>
  </clamp_insulator_connectivity>
  <clamp_insulator_connectivity rownum='6'>
    <clamp_label>6</clamp_label>
    <structure_and_tip_attach>CR:T</structure_and_tip_attach>
    <property_set>Ficticious Clamp</property_set>
    <min_required_vertical_load_uplift units='lbs'>No Limit</min_required_vertical_load_uplift>
  </clamp_insulator_connectivity>
  <clamp_insulator_connectivity rownum='7'>
    <clamp_label>7</clamp_label>
    <structure_and_tip_attach>DL:T</structure_and_tip_attach>
    <property_set>Ficticious Clamp</property_set>
    <min_required_vertical_load_uplift units='lbs'>No Limit</min_required_vertical_load_uplift>
  </clamp_insulator_connectivity>
  <clamp_insulator_connectivity rownum='8'>
    <clamp_label>8</clamp_label>
    <structure_and_tip_attach>DR:T</structure_and_tip_attach>
    <property_set>Ficticious Clamp</property_set>
    <min_required_vertical_load_uplift units='lbs'>No Limit</min_required_vertical_load_uplift>
  </clamp_insulator_connectivity>
</table>
<table plsname='Vector Load Cases' tagname='vector_load_cases' ncols='23' nrows='2' units='0' titledetail=''>
  <vector_load_cases rownum='0'>
    <load_case_description>NESC HEAVY</load_case_description>
    <dead_load_factor>1.5000</dead_load_factor>
    <wind_area_factor>1.0000</wind_area_factor>
    <sf_for_steel_poles_tubular_arms_and_towers>1.00000</sf_for_steel_poles_tubular_arms_and_towers>
    <sf_for_wood_poles>0.0000</sf_for_wood_poles>
    <sf_for_conc_ult>0.0000</sf_for_conc_ult>
    <sf_for_conc_first_crack>0.0000</sf_for_conc_first_crack>
    <sf_for_conc_zero_tens>0.0000</sf_for_conc_zero_tens>
    <sf_for_guys_and_cables>1.0000</sf_for_guys_and_cables>
    <sf_for_non_tubular_arms>1.0000</sf_for_non_tubular_arms>
    <sf_for_braces>1.0000</sf_for_braces>
    <sf_for_insuls>1.0000</sf_for_insuls>
    <sf_for_found>1.0000</sf_for_found>
    <point_loads>8 loads</point_loads>
    <wind_ice_model>Wind on All</wind_ice_model>
    <trans_wind_pressure units='psf'>10</trans_wind_pressure>
    <longit_wind_pressure units='psf'>10</longit_wind_pressure>
    <ice_thick units='in'>0.500</ice_thick>
    <ice_density units='lbs/ft^3'>57.000</ice_density>
    <temperature units='deg F'>0.0</temperature>
    <pole_deflection_check>% Pole Height</pole_deflection_check>
    <pole_deflection_limit_or units='ft'>32.8084</pole_deflection_limit_or>
    <joint_displ />
  </vector_load_cases>
  <vector_load_cases rownum='1'>
    <load_case_description>EXTREME WIND</load_case_description>
    <dead_load_factor>1.0000</dead_load_factor>
    <wind_area_factor>1.0000</wind_area_factor>
    <sf_for_steel_poles_tubular_arms_and_towers>1.00000</sf_for_steel_poles_tubular_arms_and_towers>
    <sf_for_wood_poles>0.0000</sf_for_wood_poles>
    <sf_for_conc_ult>0.0000</sf_for_conc_ult>
    <sf_for_conc_first_crack>0.0000</sf_for_conc_first_crack>
    <sf_for_conc_zero_tens>0.0000</sf_for_conc_zero_tens>
    <sf_for_guys_and_cables>1.0000</sf_for_guys_and_cables>
    <sf_for_non_tubular_arms>1.0000</sf_for_non_tubular_arms>
    <sf_for_braces>1.0000</sf_for_braces>
    <sf_for_insuls>1.0000</sf_for_insuls>
    <sf_for_found>1.0000</sf_for_found>
    <point_loads>8 loads</point_loads>
    <wind_ice_model>NESC 2007</wind_ice_model>
    <trans_wind_pressure units='psf'>22.2</trans_wind_pressure>
    <longit_wind_pressure units='psf'>22.2</longit_wind_pressure>
    <ice_thick units='in'>0.000</ice_thick>
    <ice_density units='lbs/ft^3'>0.000</ice_density>
    <temperature units='deg F'>60.0</temperature>
    <pole_deflection_check>% Pole Height</pole_deflection_check>
    <pole_deflection_limit_or units='ft'>32.8084</pole_deflection_limit_or>
    <joint_displ />
  </vector_load_cases>
</table>
<table plsname='Point Loads' tagname='point_loads' ncols='5' nrows='8' units='0' titledetail='NESC HEAVY'>
  <point_loads rownum='0'>
    <joint_label>upright:t</joint_label>
    <vertical_load units='lbs'>269.63</vertical_load>
    <transverse_load units='lbs'>4249.91</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>STATIC</load_comment>
  </point_loads>
  <point_loads rownum='1'>
    <joint_label>AL:T</joint_label>
    <vertical_load units='lbs'>1639.94</vertical_load>
    <transverse_load units='lbs'>8565.68</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD A</load_comment>
  </point_loads>
  <point_loads rownum='2'>
    <joint_label>AR:T</joint_label>
    <vertical_load units='lbs'>1639.94</vertical_load>
    <transverse_load units='lbs'>8565.68</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD A</load_comment>
  </point_loads>
  <point_loads rownum='3'>
    <joint_label>BL:T</joint_label>
    <vertical_load units='lbs'>610.08</vertical_load>
    <transverse_load units='lbs'>4476.55</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD B</load_comment>
  </point_loads>
  <point_loads rownum='4'>
    <joint_label>CL:T</joint_label>
    <vertical_load units='lbs'>659.85</vertical_load>
    <transverse_load units='lbs'>4548.18</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD C</load_comment>
  </point_loads>
  <point_loads rownum='5'>
    <joint_label>CR:T</joint_label>
    <vertical_load units='lbs'>644.24</vertical_load>
    <transverse_load units='lbs'>4514.52</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD D</load_comment>
  </point_loads>
  <point_loads rownum='6'>
    <joint_label>DL:T</joint_label>
    <vertical_load units='lbs'>361.69</vertical_load>
    <transverse_load units='lbs'>787.45</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD E</load_comment>
  </point_loads>
  <point_loads rownum='7'>
    <joint_label>DR:T</joint_label>
    <vertical_load units='lbs'>528.91</vertical_load>
    <transverse_load units='lbs'>2460.75</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD F</load_comment>
  </point_loads>
</table>
<table plsname='Detailed Pole Loading Data' tagname='detailed_pole_loading_data' ncols='17' nrows='18' units='0' titledetail='NESC HEAVY'>
  <detailed_pole_loading_data rownum='0'>
    <pole_label>upright</pole_label>
    <top_joint>upright:t</top_joint>
    <bottom_joint>upright:1</bottom_joint>
    <section_top_z units='ft'>80.00</section_top_z>
    <section_bottom_z units='ft'>77.00</section_bottom_z>
    <section_average_elevation units='ft'>78.50</section_average_elevation>
    <outer_diameter units='in'>18.873</outer_diameter>
    <reynolds_number>1.06e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>341.53</pole_vert_load>
    <pole_wind_load units='lbs'>66.73</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>36.03</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>3.54</pole_ice_wind_load>
    <tran_wind_load units='lbs'>49.68</tran_wind_load>
    <long_wind_load units='lbs'>49.68</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='1'>
    <pole_label>upright</pole_label>
    <top_joint>upright:1</top_joint>
    <bottom_joint>upright:2</bottom_joint>
    <section_top_z units='ft'>77.00</section_top_z>
    <section_bottom_z units='ft'>73.00</section_bottom_z>
    <section_average_elevation units='ft'>75.00</section_average_elevation>
    <outer_diameter units='in'>19.743</outer_diameter>
    <reynolds_number>1.11e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>476.80</pole_vert_load>
    <pole_wind_load units='lbs'>93.07</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>50.26</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>4.71</pole_ice_wind_load>
    <tran_wind_load units='lbs'>69.14</tran_wind_load>
    <long_wind_load units='lbs'>69.14</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='2'>
    <pole_label>upright</pole_label>
    <top_joint>upright:2</top_joint>
    <bottom_joint>upright:3</bottom_joint>
    <section_top_z units='ft'>73.00</section_top_z>
    <section_bottom_z units='ft'>69.00</section_bottom_z>
    <section_average_elevation units='ft'>71.00</section_average_elevation>
    <outer_diameter units='in'>20.738</outer_diameter>
    <reynolds_number>1.17e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>501.28</pole_vert_load>
    <pole_wind_load units='lbs'>97.76</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>52.79</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>4.71</pole_ice_wind_load>
    <tran_wind_load units='lbs'>72.46</tran_wind_load>
    <long_wind_load units='lbs'>72.46</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='3'>
    <pole_label>upright</pole_label>
    <top_joint>upright:3</top_joint>
    <bottom_joint>upright:4</bottom_joint>
    <section_top_z units='ft'>69.00</section_top_z>
    <section_bottom_z units='ft'>65.00</section_bottom_z>
    <section_average_elevation units='ft'>67.00</section_average_elevation>
    <outer_diameter units='in'>21.732</outer_diameter>
    <reynolds_number>1.22e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>525.77</pole_vert_load>
    <pole_wind_load units='lbs'>102.45</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>55.32</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>4.71</pole_ice_wind_load>
    <tran_wind_load units='lbs'>75.77</tran_wind_load>
    <long_wind_load units='lbs'>75.77</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='4'>
    <pole_label>upright</pole_label>
    <top_joint>upright:4</top_joint>
    <bottom_joint />
    <section_top_z units='ft'>65.00</section_top_z>
    <section_bottom_z units='ft'>60.00</section_bottom_z>
    <section_average_elevation units='ft'>62.50</section_average_elevation>
    <outer_diameter units='in'>22.851</outer_diameter>
    <reynolds_number>1.29e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>691.64</pole_vert_load>
    <pole_wind_load units='lbs'>134.65</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>72.71</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>5.89</pole_ice_wind_load>
    <tran_wind_load units='lbs'>99.38</tran_wind_load>
    <long_wind_load units='lbs'>99.38</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='5'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>60.00</section_top_z>
    <section_bottom_z units='ft'>55.00</section_bottom_z>
    <section_average_elevation units='ft'>57.50</section_average_elevation>
    <outer_diameter units='in'>24.094</outer_diameter>
    <reynolds_number>1.36e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>729.89</pole_vert_load>
    <pole_wind_load units='lbs'>141.98</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>76.66</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>5.89</pole_ice_wind_load>
    <tran_wind_load units='lbs'>104.56</tran_wind_load>
    <long_wind_load units='lbs'>104.56</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='6'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>55.00</section_top_z>
    <section_bottom_z units='ft'>50.00</section_bottom_z>
    <section_average_elevation units='ft'>52.50</section_average_elevation>
    <outer_diameter units='in'>25.337</outer_diameter>
    <reynolds_number>1.43e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>768.14</pole_vert_load>
    <pole_wind_load units='lbs'>149.30</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>80.62</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>5.89</pole_ice_wind_load>
    <tran_wind_load units='lbs'>109.74</tran_wind_load>
    <long_wind_load units='lbs'>109.74</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='7'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>50.00</section_top_z>
    <section_bottom_z units='ft'>47.13</section_bottom_z>
    <section_average_elevation units='ft'>48.56</section_average_elevation>
    <outer_diameter units='in'>26.316</outer_diameter>
    <reynolds_number>1.48e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>459.00</pole_vert_load>
    <pole_wind_load units='lbs'>89.16</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>48.15</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>3.39</pole_ice_wind_load>
    <tran_wind_load units='lbs'>65.44</tran_wind_load>
    <long_wind_load units='lbs'>65.44</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='8'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>47.13</section_top_z>
    <section_bottom_z units='ft'>44.25</section_bottom_z>
    <section_average_elevation units='ft'>45.69</section_average_elevation>
    <outer_diameter units='in'>27.031</outer_diameter>
    <reynolds_number>1.52e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>471.65</pole_vert_load>
    <pole_wind_load units='lbs'>91.59</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>49.46</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>3.39</pole_ice_wind_load>
    <tran_wind_load units='lbs'>67.16</tran_wind_load>
    <long_wind_load units='lbs'>67.16</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='9'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>44.25</section_top_z>
    <section_bottom_z units='ft'>40.00</section_bottom_z>
    <section_average_elevation units='ft'>42.13</section_average_elevation>
    <outer_diameter units='in'>27.472</outer_diameter>
    <reynolds_number>1.55e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>1645.52</pole_vert_load>
    <pole_wind_load units='lbs'>137.60</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>74.30</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>5.01</pole_ice_wind_load>
    <tran_wind_load units='lbs'>100.84</tran_wind_load>
    <long_wind_load units='lbs'>100.84</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='10'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>40.00</section_top_z>
    <section_bottom_z units='ft'>35.00</section_bottom_z>
    <section_average_elevation units='ft'>37.50</section_average_elevation>
    <outer_diameter units='in'>28.177</outer_diameter>
    <reynolds_number>1.59e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>1135.80</pole_vert_load>
    <pole_wind_load units='lbs'>166.03</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>89.65</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>5.89</pole_ice_wind_load>
    <tran_wind_load units='lbs'>121.57</tran_wind_load>
    <long_wind_load units='lbs'>121.57</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='11'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>35.00</section_top_z>
    <section_bottom_z units='ft'>30.00</section_bottom_z>
    <section_average_elevation units='ft'>32.50</section_average_elevation>
    <outer_diameter units='in'>29.420</outer_diameter>
    <reynolds_number>1.66e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>1186.57</pole_vert_load>
    <pole_wind_load units='lbs'>173.36</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>93.61</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>5.89</pole_ice_wind_load>
    <tran_wind_load units='lbs'>126.75</tran_wind_load>
    <long_wind_load units='lbs'>126.75</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='12'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>30.00</section_top_z>
    <section_bottom_z units='ft'>25.00</section_bottom_z>
    <section_average_elevation units='ft'>27.50</section_average_elevation>
    <outer_diameter units='in'>30.663</outer_diameter>
    <reynolds_number>1.73e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>1237.57</pole_vert_load>
    <pole_wind_load units='lbs'>180.68</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>97.57</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>5.89</pole_ice_wind_load>
    <tran_wind_load units='lbs'>131.93</tran_wind_load>
    <long_wind_load units='lbs'>131.93</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='13'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>25.00</section_top_z>
    <section_bottom_z units='ft'>20.00</section_bottom_z>
    <section_average_elevation units='ft'>22.50</section_average_elevation>
    <outer_diameter units='in'>31.906</outer_diameter>
    <reynolds_number>1.8e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>1288.58</pole_vert_load>
    <pole_wind_load units='lbs'>188.01</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>101.52</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>5.89</pole_ice_wind_load>
    <tran_wind_load units='lbs'>137.11</tran_wind_load>
    <long_wind_load units='lbs'>137.11</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='14'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>20.00</section_top_z>
    <section_bottom_z units='ft'>15.00</section_bottom_z>
    <section_average_elevation units='ft'>17.50</section_average_elevation>
    <outer_diameter units='in'>33.149</outer_diameter>
    <reynolds_number>1.87e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>1339.58</pole_vert_load>
    <pole_wind_load units='lbs'>195.33</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>105.48</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>5.89</pole_ice_wind_load>
    <tran_wind_load units='lbs'>142.29</tran_wind_load>
    <long_wind_load units='lbs'>142.29</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='15'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>15.00</section_top_z>
    <section_bottom_z units='ft'>10.00</section_bottom_z>
    <section_average_elevation units='ft'>12.50</section_average_elevation>
    <outer_diameter units='in'>34.392</outer_diameter>
    <reynolds_number>1.94e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>1390.59</pole_vert_load>
    <pole_wind_load units='lbs'>202.66</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>109.43</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>5.89</pole_ice_wind_load>
    <tran_wind_load units='lbs'>147.47</tran_wind_load>
    <long_wind_load units='lbs'>147.47</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='16'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>10.00</section_top_z>
    <section_bottom_z units='ft'>5.00</section_bottom_z>
    <section_average_elevation units='ft'>7.50</section_average_elevation>
    <outer_diameter units='in'>35.635</outer_diameter>
    <reynolds_number>2.01e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>1441.59</pole_vert_load>
    <pole_wind_load units='lbs'>209.98</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>113.39</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>5.89</pole_ice_wind_load>
    <tran_wind_load units='lbs'>152.65</tran_wind_load>
    <long_wind_load units='lbs'>152.65</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='17'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint>upright:g</bottom_joint>
    <section_top_z units='ft'>5.00</section_top_z>
    <section_bottom_z units='ft'>0.00</section_bottom_z>
    <section_average_elevation units='ft'>2.50</section_average_elevation>
    <outer_diameter units='in'>36.878</outer_diameter>
    <reynolds_number>2.08e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>14.14</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.50</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>1492.60</pole_vert_load>
    <pole_wind_load units='lbs'>217.31</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>117.34</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>5.89</pole_ice_wind_load>
    <tran_wind_load units='lbs'>157.83</tran_wind_load>
    <long_wind_load units='lbs'>157.83</long_wind_load>
  </detailed_pole_loading_data>
</table>
<table plsname='Point Loads' tagname='point_loads' ncols='5' nrows='8' units='0' titledetail='EXTREME WIND'>
  <point_loads rownum='0'>
    <joint_label>upright:t</joint_label>
    <vertical_load units='lbs'>60.06</vertical_load>
    <transverse_load units='lbs'>2456.69</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>STATIC</load_comment>
  </point_loads>
  <point_loads rownum='1'>
    <joint_label>AL:T</joint_label>
    <vertical_load units='lbs'>701.8</vertical_load>
    <transverse_load units='lbs'>5901.86</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD A</load_comment>
  </point_loads>
  <point_loads rownum='2'>
    <joint_label>AR:T</joint_label>
    <vertical_load units='lbs'>701.8</vertical_load>
    <transverse_load units='lbs'>5901.86</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD A</load_comment>
  </point_loads>
  <point_loads rownum='3'>
    <joint_label>BL:T</joint_label>
    <vertical_load units='lbs'>220</vertical_load>
    <transverse_load units='lbs'>2638.57</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD B</load_comment>
  </point_loads>
  <point_loads rownum='4'>
    <joint_label>CL:T</joint_label>
    <vertical_load units='lbs'>235.4</vertical_load>
    <transverse_load units='lbs'>2711.75</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD C</load_comment>
  </point_loads>
  <point_loads rownum='5'>
    <joint_label>CR:T</joint_label>
    <vertical_load units='lbs'>233.2</vertical_load>
    <transverse_load units='lbs'>2676.71</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD D</load_comment>
  </point_loads>
  <point_loads rownum='6'>
    <joint_label>DL:T</joint_label>
    <vertical_load units='lbs'>46.2</vertical_load>
    <transverse_load units='lbs'>415.58</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD E</load_comment>
  </point_loads>
  <point_loads rownum='7'>
    <joint_label>DR:T</joint_label>
    <vertical_load units='lbs'>109.12</vertical_load>
    <transverse_load units='lbs'>1537.46</transverse_load>
    <longitudinal_load units='lbs'>0</longitudinal_load>
    <load_comment>LOAD F</load_comment>
  </point_loads>
</table>
<table plsname='Detailed Pole Loading Data' tagname='detailed_pole_loading_data' ncols='17' nrows='18' units='0' titledetail='EXTREME WIND'>
  <detailed_pole_loading_data rownum='0'>
    <pole_label>upright</pole_label>
    <top_joint>upright:t</top_joint>
    <bottom_joint>upright:1</bottom_joint>
    <section_top_z units='ft'>80.00</section_top_z>
    <section_bottom_z units='ft'>77.00</section_bottom_z>
    <section_average_elevation units='ft'>78.50</section_average_elevation>
    <outer_diameter units='in'>18.873</outer_diameter>
    <reynolds_number>1.57e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>227.69</pole_vert_load>
    <pole_wind_load units='lbs'>146.01</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>103.24</tran_wind_load>
    <long_wind_load units='lbs'>103.24</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='1'>
    <pole_label>upright</pole_label>
    <top_joint>upright:1</top_joint>
    <bottom_joint>upright:2</bottom_joint>
    <section_top_z units='ft'>77.00</section_top_z>
    <section_bottom_z units='ft'>73.00</section_bottom_z>
    <section_average_elevation units='ft'>75.00</section_average_elevation>
    <outer_diameter units='in'>19.743</outer_diameter>
    <reynolds_number>1.64e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>317.87</pole_vert_load>
    <pole_wind_load units='lbs'>203.66</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>144.01</tran_wind_load>
    <long_wind_load units='lbs'>144.01</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='2'>
    <pole_label>upright</pole_label>
    <top_joint>upright:2</top_joint>
    <bottom_joint>upright:3</bottom_joint>
    <section_top_z units='ft'>73.00</section_top_z>
    <section_bottom_z units='ft'>69.00</section_bottom_z>
    <section_average_elevation units='ft'>71.00</section_average_elevation>
    <outer_diameter units='in'>20.738</outer_diameter>
    <reynolds_number>1.73e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>334.19</pole_vert_load>
    <pole_wind_load units='lbs'>213.91</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>151.26</tran_wind_load>
    <long_wind_load units='lbs'>151.26</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='3'>
    <pole_label>upright</pole_label>
    <top_joint>upright:3</top_joint>
    <bottom_joint>upright:4</bottom_joint>
    <section_top_z units='ft'>69.00</section_top_z>
    <section_bottom_z units='ft'>65.00</section_bottom_z>
    <section_average_elevation units='ft'>67.00</section_average_elevation>
    <outer_diameter units='in'>21.732</outer_diameter>
    <reynolds_number>1.81e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>350.51</pole_vert_load>
    <pole_wind_load units='lbs'>224.17</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>158.51</tran_wind_load>
    <long_wind_load units='lbs'>158.51</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='4'>
    <pole_label>upright</pole_label>
    <top_joint>upright:4</top_joint>
    <bottom_joint />
    <section_top_z units='ft'>65.00</section_top_z>
    <section_bottom_z units='ft'>60.00</section_bottom_z>
    <section_average_elevation units='ft'>62.50</section_average_elevation>
    <outer_diameter units='in'>22.851</outer_diameter>
    <reynolds_number>1.9e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>461.09</pole_vert_load>
    <pole_wind_load units='lbs'>294.64</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>208.34</tran_wind_load>
    <long_wind_load units='lbs'>208.34</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='5'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>60.00</section_top_z>
    <section_bottom_z units='ft'>55.00</section_bottom_z>
    <section_average_elevation units='ft'>57.50</section_average_elevation>
    <outer_diameter units='in'>24.094</outer_diameter>
    <reynolds_number>2.01e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>486.59</pole_vert_load>
    <pole_wind_load units='lbs'>310.67</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>219.68</tran_wind_load>
    <long_wind_load units='lbs'>219.68</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='6'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>55.00</section_top_z>
    <section_bottom_z units='ft'>50.00</section_bottom_z>
    <section_average_elevation units='ft'>52.50</section_average_elevation>
    <outer_diameter units='in'>25.337</outer_diameter>
    <reynolds_number>2.11e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>512.10</pole_vert_load>
    <pole_wind_load units='lbs'>326.70</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>231.01</tran_wind_load>
    <long_wind_load units='lbs'>231.01</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='7'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>50.00</section_top_z>
    <section_bottom_z units='ft'>47.13</section_bottom_z>
    <section_average_elevation units='ft'>48.56</section_average_elevation>
    <outer_diameter units='in'>26.316</outer_diameter>
    <reynolds_number>2.19e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>306.00</pole_vert_load>
    <pole_wind_load units='lbs'>195.11</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>137.96</tran_wind_load>
    <long_wind_load units='lbs'>137.96</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='8'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>47.13</section_top_z>
    <section_bottom_z units='ft'>44.25</section_bottom_z>
    <section_average_elevation units='ft'>45.69</section_average_elevation>
    <outer_diameter units='in'>27.031</outer_diameter>
    <reynolds_number>2.25e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>314.43</pole_vert_load>
    <pole_wind_load units='lbs'>200.41</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>141.71</tran_wind_load>
    <long_wind_load units='lbs'>141.71</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='9'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>44.25</section_top_z>
    <section_bottom_z units='ft'>40.00</section_bottom_z>
    <section_average_elevation units='ft'>42.13</section_average_elevation>
    <outer_diameter units='in'>27.472</outer_diameter>
    <reynolds_number>2.29e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>1097.01</pole_vert_load>
    <pole_wind_load units='lbs'>301.09</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>212.90</tran_wind_load>
    <long_wind_load units='lbs'>212.90</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='10'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>40.00</section_top_z>
    <section_bottom_z units='ft'>35.00</section_bottom_z>
    <section_average_elevation units='ft'>37.50</section_average_elevation>
    <outer_diameter units='in'>28.177</outer_diameter>
    <reynolds_number>2.35e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>757.20</pole_vert_load>
    <pole_wind_load units='lbs'>363.31</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>256.90</tran_wind_load>
    <long_wind_load units='lbs'>256.90</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='11'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>35.00</section_top_z>
    <section_bottom_z units='ft'>30.00</section_bottom_z>
    <section_average_elevation units='ft'>32.50</section_average_elevation>
    <outer_diameter units='in'>29.420</outer_diameter>
    <reynolds_number>2.45e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>791.04</pole_vert_load>
    <pole_wind_load units='lbs'>379.34</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>268.23</tran_wind_load>
    <long_wind_load units='lbs'>268.23</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='12'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>30.00</section_top_z>
    <section_bottom_z units='ft'>25.00</section_bottom_z>
    <section_average_elevation units='ft'>27.50</section_average_elevation>
    <outer_diameter units='in'>30.663</outer_diameter>
    <reynolds_number>2.55e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>825.05</pole_vert_load>
    <pole_wind_load units='lbs'>395.37</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>279.57</tran_wind_load>
    <long_wind_load units='lbs'>279.57</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='13'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>25.00</section_top_z>
    <section_bottom_z units='ft'>20.00</section_bottom_z>
    <section_average_elevation units='ft'>22.50</section_average_elevation>
    <outer_diameter units='in'>31.906</outer_diameter>
    <reynolds_number>2.66e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>859.05</pole_vert_load>
    <pole_wind_load units='lbs'>411.40</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>290.90</tran_wind_load>
    <long_wind_load units='lbs'>290.90</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='14'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>20.00</section_top_z>
    <section_bottom_z units='ft'>15.00</section_bottom_z>
    <section_average_elevation units='ft'>17.50</section_average_elevation>
    <outer_diameter units='in'>33.149</outer_diameter>
    <reynolds_number>2.76e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>893.05</pole_vert_load>
    <pole_wind_load units='lbs'>427.43</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>302.24</tran_wind_load>
    <long_wind_load units='lbs'>302.24</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='15'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>15.00</section_top_z>
    <section_bottom_z units='ft'>10.00</section_bottom_z>
    <section_average_elevation units='ft'>12.50</section_average_elevation>
    <outer_diameter units='in'>34.392</outer_diameter>
    <reynolds_number>2.86e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>927.06</pole_vert_load>
    <pole_wind_load units='lbs'>443.46</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>313.57</tran_wind_load>
    <long_wind_load units='lbs'>313.57</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='16'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint />
    <section_top_z units='ft'>10.00</section_top_z>
    <section_bottom_z units='ft'>5.00</section_bottom_z>
    <section_average_elevation units='ft'>7.50</section_average_elevation>
    <outer_diameter units='in'>35.635</outer_diameter>
    <reynolds_number>2.97e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>961.06</pole_vert_load>
    <pole_wind_load units='lbs'>459.48</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>324.90</tran_wind_load>
    <long_wind_load units='lbs'>324.90</long_wind_load>
  </detailed_pole_loading_data>
  <detailed_pole_loading_data rownum='17'>
    <pole_label>upright</pole_label>
    <top_joint />
    <bottom_joint>upright:g</bottom_joint>
    <section_top_z units='ft'>5.00</section_top_z>
    <section_bottom_z units='ft'>0.00</section_bottom_z>
    <section_average_elevation units='ft'>2.50</section_average_elevation>
    <outer_diameter units='in'>36.878</outer_diameter>
    <reynolds_number>3.07e+006</reynolds_number>
    <drag_coef>1.000</drag_coef>
    <adjusted_wind_pressure units='psf'>30.95</adjusted_wind_pressure>
    <adjusted_ice_thickness units='in'>0.00</adjusted_ice_thickness>
    <pole_vert_load units='lbs'>995.06</pole_vert_load>
    <pole_wind_load units='lbs'>475.51</pole_wind_load>
    <pole_ice_vertical_load units='lbs'>0.00</pole_ice_vertical_load>
    <pole_ice_wind_load units='lbs'>0.00</pole_ice_wind_load>
    <tran_wind_load units='lbs'>336.24</tran_wind_load>
    <long_wind_load units='lbs'>336.24</long_wind_load>
  </detailed_pole_loading_data>
</table>
<table plsname='Equilibrium Joint Positions and Rotations' tagname='equilibrium_joint_positions_and_rotations' ncols='10' nrows='22' units='0' titledetail='NESC HEAVY'>
  <equilibrium_joint_positions_and_rotations rownum='0'>
    <joint_label>upright:g</joint_label>
    <x_displ units='ft'>0</x_displ>
    <y_displ units='ft'>0</y_displ>
    <z_displ units='ft'>0</z_displ>
    <x_rot units='deg'>0.0000</x_rot>
    <y_rot units='deg'>0.0000</y_rot>
    <z_rot units='deg'>0.0000</z_rot>
    <x_pos units='ft'>0</x_pos>
    <y_pos units='ft'>0</y_pos>
    <z_pos units='ft'>0</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='1'>
    <joint_label>upright:t</joint_label>
    <x_displ units='ft'>0.09233</x_displ>
    <y_displ units='ft'>4.999</y_displ>
    <z_displ units='ft'>-0.2095</z_displ>
    <x_rot units='deg'>-6.4422</x_rot>
    <y_rot units='deg'>0.1026</y_rot>
    <z_rot units='deg'>0.0025</z_rot>
    <x_pos units='ft'>0.09233</x_pos>
    <y_pos units='ft'>4.999</y_pos>
    <z_pos units='ft'>79.79</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='2'>
    <joint_label>upright:1</joint_label>
    <x_displ units='ft'>0.08697</x_displ>
    <y_displ units='ft'>4.662</y_displ>
    <z_displ units='ft'>-0.1906</z_displ>
    <x_rot units='deg'>-6.4366</x_rot>
    <y_rot units='deg'>0.1025</y_rot>
    <z_rot units='deg'>0.0025</z_rot>
    <x_pos units='ft'>0.08697</x_pos>
    <y_pos units='ft'>4.662</y_pos>
    <z_pos units='ft'>76.81</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='3'>
    <joint_label>upright:2</joint_label>
    <x_displ units='ft'>0.07984</x_displ>
    <y_displ units='ft'>4.215</y_displ>
    <z_displ units='ft'>-0.1655</z_displ>
    <x_rot units='deg'>-6.3677</x_rot>
    <y_rot units='deg'>0.1022</y_rot>
    <z_rot units='deg'>0.0024</z_rot>
    <x_pos units='ft'>0.07984</x_pos>
    <y_pos units='ft'>4.215</y_pos>
    <z_pos units='ft'>72.83</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='4'>
    <joint_label>upright:3</joint_label>
    <x_displ units='ft'>0.07275</x_displ>
    <y_displ units='ft'>3.776</y_displ>
    <z_displ units='ft'>-0.1413</z_displ>
    <x_rot units='deg'>-6.2221</x_rot>
    <y_rot units='deg'>0.1013</y_rot>
    <z_rot units='deg'>0.0022</z_rot>
    <x_pos units='ft'>0.07275</x_pos>
    <y_pos units='ft'>3.776</y_pos>
    <z_pos units='ft'>68.86</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='5'>
    <joint_label>upright:4</joint_label>
    <x_displ units='ft'>0.06574</x_displ>
    <y_displ units='ft'>3.349</y_displ>
    <z_displ units='ft'>-0.1184</z_displ>
    <x_rot units='deg'>-5.9972</x_rot>
    <y_rot units='deg'>0.0997</y_rot>
    <z_rot units='deg'>0.0020</z_rot>
    <x_pos units='ft'>0.06574</x_pos>
    <y_pos units='ft'>3.349</y_pos>
    <z_pos units='ft'>64.88</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='6'>
    <joint_label>AL:O</joint_label>
    <x_displ units='ft'>0.08717</x_displ>
    <y_displ units='ft'>4.667</y_displ>
    <z_displ units='ft'>-0.1007</z_displ>
    <x_rot units='deg'>-6.4366</x_rot>
    <y_rot units='deg'>0.1025</y_rot>
    <z_rot units='deg'>0.0025</z_rot>
    <x_pos units='ft'>0.08717</x_pos>
    <y_pos units='ft'>3.865</y_pos>
    <z_pos units='ft'>76.9</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='7'>
    <joint_label>AL:T</joint_label>
    <x_displ units='ft'>0.08953</x_displ>
    <y_displ units='ft'>4.771</y_displ>
    <z_displ units='ft'>0.3532</z_displ>
    <x_rot units='deg'>-6.6502</x_rot>
    <y_rot units='deg'>0.1034</y_rot>
    <z_rot units='deg'>0.0060</z_rot>
    <x_pos units='ft'>0.08953</x_pos>
    <y_pos units='ft'>-0.03135</y_pos>
    <z_pos units='ft'>78.02</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='8'>
    <joint_label>AR:O</joint_label>
    <x_displ units='ft'>0.08678</x_displ>
    <y_displ units='ft'>4.657</y_displ>
    <z_displ units='ft'>-0.2805</z_displ>
    <x_rot units='deg'>-6.4366</x_rot>
    <y_rot units='deg'>0.1025</y_rot>
    <z_rot units='deg'>0.0025</z_rot>
    <x_pos units='ft'>0.08678</x_pos>
    <y_pos units='ft'>5.459</y_pos>
    <z_pos units='ft'>76.72</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='9'>
    <joint_label>AR:T</joint_label>
    <x_displ units='ft'>0.08703</x_displ>
    <y_displ units='ft'>4.709</y_displ>
    <z_displ units='ft'>-0.7605</z_displ>
    <x_rot units='deg'>-7.0128</x_rot>
    <y_rot units='deg'>0.1027</y_rot>
    <z_rot units='deg'>0.0005</z_rot>
    <x_pos units='ft'>0.08703</x_pos>
    <y_pos units='ft'>9.51</y_pos>
    <z_pos units='ft'>76.91</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='10'>
    <joint_label>BL:O</joint_label>
    <x_displ units='ft'>0.08004</x_displ>
    <y_displ units='ft'>4.221</y_displ>
    <z_displ units='ft'>-0.07201</z_displ>
    <x_rot units='deg'>-6.3677</x_rot>
    <y_rot units='deg'>0.1022</y_rot>
    <z_rot units='deg'>0.0024</z_rot>
    <x_pos units='ft'>0.08004</x_pos>
    <y_pos units='ft'>3.377</y_pos>
    <z_pos units='ft'>72.93</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='11'>
    <joint_label>BL:T</joint_label>
    <x_displ units='ft'>0.08235</x_displ>
    <y_displ units='ft'>4.322</y_displ>
    <z_displ units='ft'>0.3753</z_displ>
    <x_rot units='deg'>-6.5401</x_rot>
    <y_rot units='deg'>0.1029</y_rot>
    <z_rot units='deg'>0.0053</z_rot>
    <x_pos units='ft'>0.08235</x_pos>
    <y_pos units='ft'>-0.5216</y_pos>
    <z_pos units='ft'>74.04</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='12'>
    <joint_label>BR:O</joint_label>
    <x_displ units='ft'>0.07964</x_displ>
    <y_displ units='ft'>4.21</y_displ>
    <z_displ units='ft'>-0.2591</z_displ>
    <x_rot units='deg'>-6.3677</x_rot>
    <y_rot units='deg'>0.1022</y_rot>
    <z_rot units='deg'>0.0024</z_rot>
    <x_pos units='ft'>0.07964</x_pos>
    <y_pos units='ft'>5.054</y_pos>
    <z_pos units='ft'>72.74</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='13'>
    <joint_label>BR:T</joint_label>
    <x_displ units='ft'>0.07996</x_displ>
    <y_displ units='ft'>4.26</y_displ>
    <z_displ units='ft'>-0.7072</z_displ>
    <x_rot units='deg'>-6.3761</x_rot>
    <y_rot units='deg'>0.1023</y_rot>
    <z_rot units='deg'>0.0003</z_rot>
    <x_pos units='ft'>0.07996</x_pos>
    <y_pos units='ft'>9.103</y_pos>
    <z_pos units='ft'>72.96</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='14'>
    <joint_label>CL:O</joint_label>
    <x_displ units='ft'>0.07295</x_displ>
    <y_displ units='ft'>3.781</y_displ>
    <z_displ units='ft'>-0.04541</z_displ>
    <x_rot units='deg'>-6.2221</x_rot>
    <y_rot units='deg'>0.1013</y_rot>
    <z_rot units='deg'>0.0022</z_rot>
    <x_pos units='ft'>0.07295</x_pos>
    <y_pos units='ft'>2.896</y_pos>
    <z_pos units='ft'>68.95</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='15'>
    <joint_label>CL:T</joint_label>
    <x_displ units='ft'>0.07521</x_displ>
    <y_displ units='ft'>3.879</y_displ>
    <z_displ units='ft'>0.3915</z_displ>
    <x_rot units='deg'>-6.3831</x_rot>
    <y_rot units='deg'>0.1020</y_rot>
    <z_rot units='deg'>0.0051</z_rot>
    <x_pos units='ft'>0.07521</x_pos>
    <y_pos units='ft'>-1.005</y_pos>
    <z_pos units='ft'>70.06</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='16'>
    <joint_label>CR:O</joint_label>
    <x_displ units='ft'>0.07254</x_displ>
    <y_displ units='ft'>3.771</y_displ>
    <z_displ units='ft'>-0.2372</z_displ>
    <x_rot units='deg'>-6.2221</x_rot>
    <y_rot units='deg'>0.1013</y_rot>
    <z_rot units='deg'>0.0022</z_rot>
    <x_pos units='ft'>0.07254</x_pos>
    <y_pos units='ft'>4.656</y_pos>
    <z_pos units='ft'>68.76</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='17'>
    <joint_label>CR:T</joint_label>
    <x_displ units='ft'>0.07287</x_displ>
    <y_displ units='ft'>3.82</y_displ>
    <z_displ units='ft'>-0.6868</z_displ>
    <x_rot units='deg'>-6.4777</x_rot>
    <y_rot units='deg'>0.1014</y_rot>
    <z_rot units='deg'>0.0002</z_rot>
    <x_pos units='ft'>0.07287</x_pos>
    <y_pos units='ft'>8.705</y_pos>
    <z_pos units='ft'>68.98</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='18'>
    <joint_label>DL:O</joint_label>
    <x_displ units='ft'>0.06594</x_displ>
    <y_displ units='ft'>3.354</y_displ>
    <z_displ units='ft'>-0.02166</z_displ>
    <x_rot units='deg'>-5.9972</x_rot>
    <y_rot units='deg'>0.0997</y_rot>
    <z_rot units='deg'>0.0020</z_rot>
    <x_pos units='ft'>0.06594</x_pos>
    <y_pos units='ft'>2.428</y_pos>
    <z_pos units='ft'>64.98</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='19'>
    <joint_label>DL:T</joint_label>
    <x_displ units='ft'>0.06808</x_displ>
    <y_displ units='ft'>3.445</y_displ>
    <z_displ units='ft'>0.3905</z_displ>
    <x_rot units='deg'>-5.9510</x_rot>
    <y_rot units='deg'>0.1003</y_rot>
    <z_rot units='deg'>0.0043</z_rot>
    <x_pos units='ft'>0.06808</x_pos>
    <y_pos units='ft'>-1.481</y_pos>
    <z_pos units='ft'>66.06</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='20'>
    <joint_label>DR:O</joint_label>
    <x_displ units='ft'>0.06554</x_displ>
    <y_displ units='ft'>3.344</y_displ>
    <z_displ units='ft'>-0.2152</z_displ>
    <x_rot units='deg'>-5.9972</x_rot>
    <y_rot units='deg'>0.0997</y_rot>
    <z_rot units='deg'>0.0020</z_rot>
    <x_pos units='ft'>0.06554</x_pos>
    <y_pos units='ft'>4.27</y_pos>
    <z_pos units='ft'>64.78</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='21'>
    <joint_label>DR:T</joint_label>
    <x_displ units='ft'>0.06591</x_displ>
    <y_displ units='ft'>3.393</y_displ>
    <z_displ units='ft'>-0.6461</z_displ>
    <x_rot units='deg'>-6.1931</x_rot>
    <y_rot units='deg'>0.0998</y_rot>
    <z_rot units='deg'>-0.0001</z_rot>
    <x_pos units='ft'>0.06591</x_pos>
    <y_pos units='ft'>8.319</y_pos>
    <z_pos units='ft'>65.02</z_pos>
  </equilibrium_joint_positions_and_rotations>
</table>
<table plsname='Joint Support Reactions' tagname='joint_support_reactions' ncols='17' nrows='1' units='0' titledetail='NESC HEAVY'>
  <joint_support_reactions rownum='0'>
    <joint_label>upright:g</joint_label>
    <x_force units='kips'>-2.05</x_force>
    <x_usage>0.0</x_usage>
    <y_force units='kips'>-40.09</y_force>
    <y_usage>0.0</y_usage>
    <z_force units='kips'>25.47</z_force>
    <comp_usage>0.0</comp_usage>
    <uplift_usage>0.0</uplift_usage>
    <result_force units='kips'>47.55</result_force>
    <result_usage>0.0</result_usage>
    <x_moment units='ft-k'>2959.01</x_moment>
    <x_m_usage>0.0</x_m_usage>
    <y_moment units='ft-k'>-78.7</y_moment>
    <y_m_usage>0.0</y_m_usage>
    <z_moment units='ft-k'>-0.02</z_moment>
    <z_m_usage>0.0</z_m_usage>
    <max_usage>0.0</max_usage>
  </joint_support_reactions>
</table>
<table plsname='Detailed Steel Pole Usages' tagname='detailed_steel_pole_usages' ncols='20' nrows='36' units='0' titledetail='NESC HEAVY'>
  <detailed_steel_pole_usages rownum='0'>
    <element_label>upright</element_label>
    <joint_label>upright:t</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>59.99</trans_defl>
    <long_defl units='in'>1.11</long_defl>
    <vert_defl units='in'>-2.51</vert_defl>
    <trans_mom_local_mx units='ft-k'>0.00</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-0.00</long_mom_local_my>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>0.02</axial_force>
    <tran_shear units='kips'>4.30</tran_shear>
    <long_shear units='kips'>-0.03</long_shear>
    <p_a units='ksi'>0.00</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.40</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>0.70</res>
    <max_usage>1.1</max_usage>
    <at_pt>5</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='1'>
    <element_label>upright</element_label>
    <joint_label>upright:1</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>3.00</rel_dist>
    <trans_defl units='in'>55.95</trans_defl>
    <long_defl units='in'>1.04</long_defl>
    <vert_defl units='in'>-2.29</vert_defl>
    <trans_mom_local_mx units='ft-k'>12.90</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-0.08</long_mom_local_my>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>0.02</axial_force>
    <tran_shear units='kips'>4.30</tran_shear>
    <long_shear units='kips'>-0.03</long_shear>
    <p_a units='ksi'>0.00</p_a>
    <m_s units='ksi'>1.44</m_s>
    <v_q units='ksi'>0.10</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>1.45</res>
    <max_usage>2.2</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='2'>
    <element_label>upright</element_label>
    <joint_label>upright:1</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>3.00</rel_dist>
    <trans_defl units='in'>55.95</trans_defl>
    <long_defl units='in'>1.04</long_defl>
    <vert_defl units='in'>-2.29</vert_defl>
    <trans_mom_local_mx units='ft-k'>24.37</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-0.09</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-1.89</axial_force>
    <tran_shear units='kips'>21.81</tran_shear>
    <long_shear units='kips'>-0.12</long_shear>
    <p_a units='ksi'>-0.08</p_a>
    <m_s units='ksi'>0.01</m_s>
    <v_q units='ksi'>1.96</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>3.39</res>
    <max_usage>5.2</max_usage>
    <at_pt>5</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='3'>
    <element_label>upright</element_label>
    <joint_label>upright:2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>7.00</rel_dist>
    <trans_defl units='in'>50.59</trans_defl>
    <long_defl units='in'>0.96</long_defl>
    <vert_defl units='in'>-1.99</vert_defl>
    <trans_mom_local_mx units='ft-k'>111.62</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-0.59</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-1.89</axial_force>
    <tran_shear units='kips'>21.81</tran_shear>
    <long_shear units='kips'>-0.12</long_shear>
    <p_a units='ksi'>-0.08</p_a>
    <m_s units='ksi'>11.22</m_s>
    <v_q units='ksi'>0.49</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>11.33</res>
    <max_usage>17.4</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='4'>
    <element_label>upright</element_label>
    <joint_label>upright:2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>7.00</rel_dist>
    <trans_defl units='in'>50.59</trans_defl>
    <long_defl units='in'>0.96</long_defl>
    <vert_defl units='in'>-1.99</vert_defl>
    <trans_mom_local_mx units='ft-k'>114.15</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-0.60</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-2.70</axial_force>
    <tran_shear units='kips'>26.47</tran_shear>
    <long_shear units='kips'>-0.23</long_shear>
    <p_a units='ksi'>-0.11</p_a>
    <m_s units='ksi'>11.47</m_s>
    <v_q units='ksi'>0.59</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>11.63</res>
    <max_usage>17.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='5'>
    <element_label>upright</element_label>
    <joint_label>upright:3</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>11.00</rel_dist>
    <trans_defl units='in'>45.31</trans_defl>
    <long_defl units='in'>0.87</long_defl>
    <vert_defl units='in'>-1.70</vert_defl>
    <trans_mom_local_mx units='ft-k'>220.03</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-1.51</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-2.70</axial_force>
    <tran_shear units='kips'>26.47</tran_shear>
    <long_shear units='kips'>-0.23</long_shear>
    <p_a units='ksi'>-0.11</p_a>
    <m_s units='ksi'>20.04</m_s>
    <v_q units='ksi'>0.56</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>20.17</res>
    <max_usage>31.0</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='6'>
    <element_label>upright</element_label>
    <joint_label>upright:3</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>11.00</rel_dist>
    <trans_defl units='in'>45.31</trans_defl>
    <long_defl units='in'>0.87</long_defl>
    <vert_defl units='in'>-1.70</vert_defl>
    <trans_mom_local_mx units='ft-k'>226.07</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-1.52</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-3.79</axial_force>
    <tran_shear units='kips'>35.76</tran_shear>
    <long_shear units='kips'>-0.34</long_shear>
    <p_a units='ksi'>-0.15</p_a>
    <m_s units='ksi'>20.59</m_s>
    <v_q units='ksi'>0.76</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>20.79</res>
    <max_usage>32.0</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='7'>
    <element_label>upright</element_label>
    <joint_label>upright:4</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>15.00</rel_dist>
    <trans_defl units='in'>40.19</trans_defl>
    <long_defl units='in'>0.79</long_defl>
    <vert_defl units='in'>-1.42</vert_defl>
    <trans_mom_local_mx units='ft-k'>369.11</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-2.87</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-3.79</axial_force>
    <tran_shear units='kips'>35.76</tran_shear>
    <long_shear units='kips'>-0.34</long_shear>
    <p_a units='ksi'>-0.14</p_a>
    <m_s units='ksi'>30.62</m_s>
    <v_q units='ksi'>0.72</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>30.79</res>
    <max_usage>47.4</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='8'>
    <element_label>upright</element_label>
    <joint_label>upright:4</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>15.00</rel_dist>
    <trans_defl units='in'>40.19</trans_defl>
    <long_defl units='in'>0.79</long_defl>
    <vert_defl units='in'>-1.42</vert_defl>
    <trans_mom_local_mx units='ft-k'>371.27</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-2.88</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-5.31</axial_force>
    <tran_shear units='kips'>39.23</tran_shear>
    <long_shear units='kips'>-0.46</long_shear>
    <p_a units='ksi'>-0.20</p_a>
    <m_s units='ksi'>30.80</m_s>
    <v_q units='ksi'>0.79</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>31.03</res>
    <max_usage>47.7</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='9'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>20.00</rel_dist>
    <trans_defl units='in'>34.10</trans_defl>
    <long_defl units='in'>0.69</long_defl>
    <vert_defl units='in'>-1.11</vert_defl>
    <trans_mom_local_mx units='ft-k'>567.41</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-5.16</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-5.31</axial_force>
    <tran_shear units='kips'>39.23</tran_shear>
    <long_shear units='kips'>-0.46</long_shear>
    <p_a units='ksi'>-0.19</p_a>
    <m_s units='ksi'>42.11</m_s>
    <v_q units='ksi'>0.75</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>42.32</res>
    <max_usage>65.1</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='10'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>20.00</rel_dist>
    <trans_defl units='in'>34.10</trans_defl>
    <long_defl units='in'>0.69</long_defl>
    <vert_defl units='in'>-1.11</vert_defl>
    <trans_mom_local_mx units='ft-k'>567.41</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-5.16</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-6.39</axial_force>
    <tran_shear units='kips'>39.36</tran_shear>
    <long_shear units='kips'>-0.56</long_shear>
    <p_a units='ksi'>-0.23</p_a>
    <m_s units='ksi'>42.11</m_s>
    <v_q units='ksi'>0.75</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>42.36</res>
    <max_usage>65.2</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='11'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>25.00</rel_dist>
    <trans_defl units='in'>28.44</trans_defl>
    <long_defl units='in'>0.59</long_defl>
    <vert_defl units='in'>-0.84</vert_defl>
    <trans_mom_local_mx units='ft-k'>764.23</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-7.96</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-6.39</axial_force>
    <tran_shear units='kips'>39.36</tran_shear>
    <long_shear units='kips'>-0.56</long_shear>
    <p_a units='ksi'>-0.22</p_a>
    <m_s units='ksi'>51.05</m_s>
    <v_q units='ksi'>0.71</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>51.28</res>
    <max_usage>78.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='12'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>25.00</rel_dist>
    <trans_defl units='in'>28.44</trans_defl>
    <long_defl units='in'>0.59</long_defl>
    <vert_defl units='in'>-0.84</vert_defl>
    <trans_mom_local_mx units='ft-k'>764.23</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-7.95</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-7.54</axial_force>
    <tran_shear units='kips'>39.48</tran_shear>
    <long_shear units='kips'>-0.67</long_shear>
    <p_a units='ksi'>-0.26</p_a>
    <m_s units='ksi'>51.05</m_s>
    <v_q units='ksi'>0.72</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>51.32</res>
    <max_usage>79.0</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='13'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>30.00</rel_dist>
    <trans_defl units='in'>23.30</trans_defl>
    <long_defl units='in'>0.49</long_defl>
    <vert_defl units='in'>-0.62</vert_defl>
    <trans_mom_local_mx units='ft-k'>961.65</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-11.28</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-7.54</axial_force>
    <tran_shear units='kips'>39.48</tran_shear>
    <long_shear units='kips'>-0.67</long_shear>
    <p_a units='ksi'>-0.24</p_a>
    <m_s units='ksi'>58.13</m_s>
    <v_q units='ksi'>0.68</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>58.38</res>
    <max_usage>89.8</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='14'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>30.00</rel_dist>
    <trans_defl units='in'>23.30</trans_defl>
    <long_defl units='in'>0.49</long_defl>
    <vert_defl units='in'>-0.62</vert_defl>
    <trans_mom_local_mx units='ft-k'>961.65</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-11.27</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-8.51</axial_force>
    <tran_shear units='kips'>39.57</tran_shear>
    <long_shear units='kips'>-0.75</long_shear>
    <p_a units='ksi'>-0.28</p_a>
    <m_s units='ksi'>58.13</m_s>
    <v_q units='ksi'>0.68</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>58.42</res>
    <max_usage>89.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='15'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>32.88</rel_dist>
    <trans_defl units='in'>20.59</trans_defl>
    <long_defl units='in'>0.44</long_defl>
    <vert_defl units='in'>-0.51</vert_defl>
    <trans_mom_local_mx units='ft-k'>1075.41</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-13.44</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-8.51</axial_force>
    <tran_shear units='kips'>39.57</tran_shear>
    <long_shear units='kips'>-0.75</long_shear>
    <p_a units='ksi'>-0.27</p_a>
    <m_s units='ksi'>61.51</m_s>
    <v_q units='ksi'>0.66</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>61.79</res>
    <max_usage>95.1</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='16'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>32.88</rel_dist>
    <trans_defl units='in'>20.59</trans_defl>
    <long_defl units='in'>0.44</long_defl>
    <vert_defl units='in'>-0.51</vert_defl>
    <trans_mom_local_mx units='ft-k'>1075.41</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-13.43</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-9.24</axial_force>
    <tran_shear units='kips'>39.63</tran_shear>
    <long_shear units='kips'>-0.82</long_shear>
    <p_a units='ksi'>-0.29</p_a>
    <m_s units='ksi'>61.51</m_s>
    <v_q units='ksi'>0.67</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>61.81</res>
    <max_usage>95.1</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='17'>
    <element_label>upright</element_label>
    <joint_label>SpliceT</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>35.75</rel_dist>
    <trans_defl units='in'>18.07</trans_defl>
    <long_defl units='in'>0.39</long_defl>
    <vert_defl units='in'>-0.42</vert_defl>
    <trans_mom_local_mx units='ft-k'>1189.33</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-15.79</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-9.24</axial_force>
    <tran_shear units='kips'>39.63</tran_shear>
    <long_shear units='kips'>-0.82</long_shear>
    <p_a units='ksi'>-0.28</p_a>
    <m_s units='ksi'>64.46</m_s>
    <v_q units='ksi'>0.65</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>64.75</res>
    <max_usage>99.6</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='18'>
    <element_label>upright</element_label>
    <joint_label>SpliceT</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>35.75</rel_dist>
    <trans_defl units='in'>18.07</trans_defl>
    <long_defl units='in'>0.39</long_defl>
    <vert_defl units='in'>-0.42</vert_defl>
    <trans_mom_local_mx units='ft-k'>1189.33</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-15.78</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-10.61</axial_force>
    <tran_shear units='kips'>39.72</tran_shear>
    <long_shear units='kips'>-0.90</long_shear>
    <p_a units='ksi'>-0.33</p_a>
    <m_s units='ksi'>64.46</m_s>
    <v_q units='ksi'>0.65</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>64.80</res>
    <max_usage>99.7</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='19'>
    <element_label>upright</element_label>
    <joint_label>SpliceB</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>40.00</rel_dist>
    <trans_defl units='in'>14.68</trans_defl>
    <long_defl units='in'>0.33</long_defl>
    <vert_defl units='in'>-0.31</vert_defl>
    <trans_mom_local_mx units='ft-k'>1358.15</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-19.62</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-10.61</axial_force>
    <tran_shear units='kips'>39.72</tran_shear>
    <long_shear units='kips'>-0.90</long_shear>
    <p_a units='ksi'>-0.24</p_a>
    <m_s units='ksi'>55.30</m_s>
    <v_q units='ksi'>0.49</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>55.55</res>
    <max_usage>85.5</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='20'>
    <element_label>upright</element_label>
    <joint_label>SpliceB</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>40.00</rel_dist>
    <trans_defl units='in'>14.68</trans_defl>
    <long_defl units='in'>0.33</long_defl>
    <vert_defl units='in'>-0.31</vert_defl>
    <trans_mom_local_mx units='ft-k'>1358.15</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-19.61</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-12.40</axial_force>
    <tran_shear units='kips'>39.83</tran_shear>
    <long_shear units='kips'>-1.02</long_shear>
    <p_a units='ksi'>-0.29</p_a>
    <m_s units='ksi'>55.30</m_s>
    <v_q units='ksi'>0.49</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>55.59</res>
    <max_usage>85.5</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='21'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>45.00</rel_dist>
    <trans_defl units='in'>11.16</trans_defl>
    <long_defl units='in'>0.25</long_defl>
    <vert_defl units='in'>-0.20</vert_defl>
    <trans_mom_local_mx units='ft-k'>1557.33</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-24.69</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-12.40</axial_force>
    <tran_shear units='kips'>39.83</tran_shear>
    <long_shear units='kips'>-1.02</long_shear>
    <p_a units='ksi'>-0.27</p_a>
    <m_s units='ksi'>57.94</m_s>
    <v_q units='ksi'>0.47</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>58.21</res>
    <max_usage>89.6</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='22'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>45.00</rel_dist>
    <trans_defl units='in'>11.16</trans_defl>
    <long_defl units='in'>0.25</long_defl>
    <vert_defl units='in'>-0.20</vert_defl>
    <trans_mom_local_mx units='ft-k'>1557.33</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-24.67</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-13.98</axial_force>
    <tran_shear units='kips'>39.92</tran_shear>
    <long_shear units='kips'>-1.14</long_shear>
    <p_a units='ksi'>-0.31</p_a>
    <m_s units='ksi'>57.94</m_s>
    <v_q units='ksi'>0.47</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>58.25</res>
    <max_usage>89.6</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='23'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>50.00</rel_dist>
    <trans_defl units='in'>8.13</trans_defl>
    <long_defl units='in'>0.19</long_defl>
    <vert_defl units='in'>-0.13</vert_defl>
    <trans_mom_local_mx units='ft-k'>1756.91</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-30.37</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-13.98</axial_force>
    <tran_shear units='kips'>39.92</tran_shear>
    <long_shear units='kips'>-1.14</long_shear>
    <p_a units='ksi'>-0.29</p_a>
    <m_s units='ksi'>59.96</m_s>
    <v_q units='ksi'>0.45</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>60.26</res>
    <max_usage>92.7</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='24'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>50.00</rel_dist>
    <trans_defl units='in'>8.13</trans_defl>
    <long_defl units='in'>0.19</long_defl>
    <vert_defl units='in'>-0.13</vert_defl>
    <trans_mom_local_mx units='ft-k'>1756.91</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-30.35</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-15.61</axial_force>
    <tran_shear units='kips'>39.99</tran_shear>
    <long_shear units='kips'>-1.27</long_shear>
    <p_a units='ksi'>-0.33</p_a>
    <m_s units='ksi'>59.96</m_s>
    <v_q units='ksi'>0.45</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>60.29</res>
    <max_usage>92.8</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='25'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>55.00</rel_dist>
    <trans_defl units='in'>5.60</trans_defl>
    <long_defl units='in'>0.13</long_defl>
    <vert_defl units='in'>-0.07</vert_defl>
    <trans_mom_local_mx units='ft-k'>1956.84</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-36.69</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-15.61</axial_force>
    <tran_shear units='kips'>39.99</tran_shear>
    <long_shear units='kips'>-1.27</long_shear>
    <p_a units='ksi'>-0.32</p_a>
    <m_s units='ksi'>61.48</m_s>
    <v_q units='ksi'>0.43</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>61.80</res>
    <max_usage>95.1</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='26'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>55.00</rel_dist>
    <trans_defl units='in'>5.60</trans_defl>
    <long_defl units='in'>0.13</long_defl>
    <vert_defl units='in'>-0.07</vert_defl>
    <trans_mom_local_mx units='ft-k'>1956.84</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-36.67</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-17.30</axial_force>
    <tran_shear units='kips'>40.04</tran_shear>
    <long_shear units='kips'>-1.40</long_shear>
    <p_a units='ksi'>-0.35</p_a>
    <m_s units='ksi'>61.48</m_s>
    <v_q units='ksi'>0.43</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>61.83</res>
    <max_usage>95.1</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='27'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>60.00</rel_dist>
    <trans_defl units='in'>3.56</trans_defl>
    <long_defl units='in'>0.09</long_defl>
    <vert_defl units='in'>-0.04</vert_defl>
    <trans_mom_local_mx units='ft-k'>2157.04</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-43.67</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-17.30</axial_force>
    <tran_shear units='kips'>40.04</tran_shear>
    <long_shear units='kips'>-1.40</long_shear>
    <p_a units='ksi'>-0.34</p_a>
    <m_s units='ksi'>62.60</m_s>
    <v_q units='ksi'>0.42</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>62.94</res>
    <max_usage>96.8</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='28'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>60.00</rel_dist>
    <trans_defl units='in'>3.56</trans_defl>
    <long_defl units='in'>0.09</long_defl>
    <vert_defl units='in'>-0.04</vert_defl>
    <trans_mom_local_mx units='ft-k'>2157.04</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-43.66</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-19.03</axial_force>
    <tran_shear units='kips'>40.08</tran_shear>
    <long_shear units='kips'>-1.54</long_shear>
    <p_a units='ksi'>-0.37</p_a>
    <m_s units='ksi'>62.60</m_s>
    <v_q units='ksi'>0.42</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>62.97</res>
    <max_usage>96.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='29'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>65.00</rel_dist>
    <trans_defl units='in'>1.99</trans_defl>
    <long_defl units='in'>0.05</long_defl>
    <vert_defl units='in'>-0.02</vert_defl>
    <trans_mom_local_mx units='ft-k'>2357.42</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-51.35</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-19.03</axial_force>
    <tran_shear units='kips'>40.08</tran_shear>
    <long_shear units='kips'>-1.54</long_shear>
    <p_a units='ksi'>-0.36</p_a>
    <m_s units='ksi'>63.39</m_s>
    <v_q units='ksi'>0.40</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>63.75</res>
    <max_usage>98.1</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='30'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>65.00</rel_dist>
    <trans_defl units='in'>1.99</trans_defl>
    <long_defl units='in'>0.05</long_defl>
    <vert_defl units='in'>-0.02</vert_defl>
    <trans_mom_local_mx units='ft-k'>2357.42</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-51.34</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-20.82</axial_force>
    <tran_shear units='kips'>40.10</tran_shear>
    <long_shear units='kips'>-1.68</long_shear>
    <p_a units='ksi'>-0.39</p_a>
    <m_s units='ksi'>63.39</m_s>
    <v_q units='ksi'>0.40</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>63.78</res>
    <max_usage>98.1</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='31'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>70.00</rel_dist>
    <trans_defl units='in'>0.88</trans_defl>
    <long_defl units='in'>0.02</long_defl>
    <vert_defl units='in'>-0.01</vert_defl>
    <trans_mom_local_mx units='ft-k'>2557.93</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-59.74</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-20.82</axial_force>
    <tran_shear units='kips'>40.10</tran_shear>
    <long_shear units='kips'>-1.68</long_shear>
    <p_a units='ksi'>-0.38</p_a>
    <m_s units='ksi'>63.91</m_s>
    <v_q units='ksi'>0.39</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>64.28</res>
    <max_usage>98.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='32'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>70.00</rel_dist>
    <trans_defl units='in'>0.88</trans_defl>
    <long_defl units='in'>0.02</long_defl>
    <vert_defl units='in'>-0.01</vert_defl>
    <trans_mom_local_mx units='ft-k'>2557.93</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-59.73</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-22.64</axial_force>
    <tran_shear units='kips'>40.11</tran_shear>
    <long_shear units='kips'>-1.83</long_shear>
    <p_a units='ksi'>-0.41</p_a>
    <m_s units='ksi'>63.91</m_s>
    <v_q units='ksi'>0.39</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>64.32</res>
    <max_usage>98.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='33'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>75.00</rel_dist>
    <trans_defl units='in'>0.22</trans_defl>
    <long_defl units='in'>0.01</long_defl>
    <vert_defl units='in'>-0.00</vert_defl>
    <trans_mom_local_mx units='ft-k'>2758.48</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-68.86</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-22.64</axial_force>
    <tran_shear units='kips'>40.11</tran_shear>
    <long_shear units='kips'>-1.83</long_shear>
    <p_a units='ksi'>-0.39</p_a>
    <m_s units='ksi'>64.20</m_s>
    <v_q units='ksi'>0.38</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>64.60</res>
    <max_usage>99.4</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='34'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>75.00</rel_dist>
    <trans_defl units='in'>0.22</trans_defl>
    <long_defl units='in'>0.01</long_defl>
    <vert_defl units='in'>-0.00</vert_defl>
    <trans_mom_local_mx units='ft-k'>2758.48</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-68.86</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-24.52</axial_force>
    <tran_shear units='kips'>40.11</tran_shear>
    <long_shear units='kips'>-1.98</long_shear>
    <p_a units='ksi'>-0.43</p_a>
    <m_s units='ksi'>64.20</m_s>
    <v_q units='ksi'>0.38</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>64.63</res>
    <max_usage>99.4</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='35'>
    <element_label>upright</element_label>
    <joint_label>upright:g</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>80.00</rel_dist>
    <trans_defl units='in'>0.00</trans_defl>
    <long_defl units='in'>0.00</long_defl>
    <vert_defl units='in'>0.00</vert_defl>
    <trans_mom_local_mx units='ft-k'>2959.01</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-78.75</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-24.52</axial_force>
    <tran_shear units='kips'>40.11</tran_shear>
    <long_shear units='kips'>-1.98</long_shear>
    <p_a units='ksi'>-0.41</p_a>
    <m_s units='ksi'>64.32</m_s>
    <v_q units='ksi'>0.36</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>64.74</res>
    <max_usage>99.6</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
</table>
<table plsname='Detailed Tubular Davit Arm Usages' tagname='detailed_tubular_davit_arm_usages' ncols='20' nrows='16' units='0' titledetail='NESC HEAVY'>
  <detailed_tubular_davit_arm_usages rownum='0'>
    <element_label>AL</element_label>
    <joint_label>AL:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>56.01</trans_defl>
    <long_defl units='in'>1.05</long_defl>
    <vert_defl units='in'>-1.21</vert_defl>
    <vert_mom units='ft-k'>3.10</vert_mom>
    <horz_mom units='ft-k'>0.05</horz_mom>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>-8.69</axial_force>
    <vert_shear units='kips'>-0.76</vert_shear>
    <horz_shear units='kips'>-0.01</horz_shear>
    <p_a units='ksi'>-2.41</p_a>
    <m_s units='ksi'>6.77</m_s>
    <v_q units='ksi'>0.33</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>9.20</res>
    <max_usage>14.1</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='1'>
    <element_label>AL</element_label>
    <joint_label>AL:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>57.25</trans_defl>
    <long_defl units='in'>1.07</long_defl>
    <vert_defl units='in'>4.24</vert_defl>
    <vert_mom units='ft-k'>-0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>-8.69</axial_force>
    <vert_shear units='kips'>-0.76</vert_shear>
    <horz_shear units='kips'>-0.01</horz_shear>
    <p_a units='ksi'>-4.12</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.85</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>4.37</res>
    <max_usage>6.7</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='2'>
    <element_label>AR</element_label>
    <joint_label>AR:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>55.89</trans_defl>
    <long_defl units='in'>1.04</long_defl>
    <vert_defl units='in'>-3.37</vert_defl>
    <vert_mom units='ft-k'>-8.36</vert_mom>
    <horz_mom units='ft-k'>-0.04</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>8.48</axial_force>
    <vert_shear units='kips'>2.06</vert_shear>
    <horz_shear units='kips'>0.01</horz_shear>
    <p_a units='ksi'>2.35</p_a>
    <m_s units='ksi'>18.08</m_s>
    <v_q units='ksi'>0.89</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>20.48</res>
    <max_usage>31.5</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='3'>
    <element_label>AR</element_label>
    <joint_label>AR:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>56.50</trans_defl>
    <long_defl units='in'>1.04</long_defl>
    <vert_defl units='in'>-9.13</vert_defl>
    <vert_mom units='ft-k'>0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>8.48</axial_force>
    <vert_shear units='kips'>2.06</vert_shear>
    <horz_shear units='kips'>0.01</horz_shear>
    <p_a units='ksi'>4.02</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>2.28</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>5.64</res>
    <max_usage>8.7</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='4'>
    <element_label>BL</element_label>
    <joint_label>BL:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>50.65</trans_defl>
    <long_defl units='in'>0.96</long_defl>
    <vert_defl units='in'>-0.86</vert_defl>
    <vert_mom units='ft-k'>2.50</vert_mom>
    <horz_mom units='ft-k'>0.04</horz_mom>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>-4.48</axial_force>
    <vert_shear units='kips'>-0.62</vert_shear>
    <horz_shear units='kips'>-0.01</horz_shear>
    <p_a units='ksi'>-1.24</p_a>
    <m_s units='ksi'>5.46</m_s>
    <v_q units='ksi'>0.27</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>6.72</res>
    <max_usage>10.3</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='5'>
    <element_label>BL</element_label>
    <joint_label>BL:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>51.86</trans_defl>
    <long_defl units='in'>0.99</long_defl>
    <vert_defl units='in'>4.50</vert_defl>
    <vert_mom units='ft-k'>-0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>-4.48</axial_force>
    <vert_shear units='kips'>-0.62</vert_shear>
    <horz_shear units='kips'>-0.01</horz_shear>
    <p_a units='ksi'>-2.12</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.68</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>2.43</res>
    <max_usage>3.7</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='6'>
    <element_label>BR</element_label>
    <joint_label>BR:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>50.52</trans_defl>
    <long_defl units='in'>0.96</long_defl>
    <vert_defl units='in'>-3.11</vert_defl>
    <vert_mom units='ft-k'>-0.12</vert_mom>
    <horz_mom units='ft-k'>-0.03</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-0.00</axial_force>
    <vert_shear units='kips'>0.03</vert_shear>
    <horz_shear units='kips'>0.01</horz_shear>
    <p_a units='ksi'>-0.00</p_a>
    <m_s units='ksi'>0.33</m_s>
    <v_q units='ksi'>0.01</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>0.33</res>
    <max_usage>0.5</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='7'>
    <element_label>BR</element_label>
    <joint_label>BR:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>51.11</trans_defl>
    <long_defl units='in'>0.96</long_defl>
    <vert_defl units='in'>-8.49</vert_defl>
    <vert_mom units='ft-k'>0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-0.00</axial_force>
    <vert_shear units='kips'>0.03</vert_shear>
    <horz_shear units='kips'>0.01</horz_shear>
    <p_a units='ksi'>-0.00</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.03</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>0.06</res>
    <max_usage>0.1</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='8'>
    <element_label>CL</element_label>
    <joint_label>CL:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>45.37</trans_defl>
    <long_defl units='in'>0.88</long_defl>
    <vert_defl units='in'>-0.54</vert_defl>
    <vert_mom units='ft-k'>2.34</vert_mom>
    <horz_mom units='ft-k'>0.04</horz_mom>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>-4.56</axial_force>
    <vert_shear units='kips'>-0.58</vert_shear>
    <horz_shear units='kips'>-0.01</horz_shear>
    <p_a units='ksi'>-1.26</p_a>
    <m_s units='ksi'>5.11</m_s>
    <v_q units='ksi'>0.25</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>6.39</res>
    <max_usage>9.8</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='9'>
    <element_label>CL</element_label>
    <joint_label>CL:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>46.55</trans_defl>
    <long_defl units='in'>0.90</long_defl>
    <vert_defl units='in'>4.70</vert_defl>
    <vert_mom units='ft-k'>-0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>-4.56</axial_force>
    <vert_shear units='kips'>-0.58</vert_shear>
    <horz_shear units='kips'>-0.01</horz_shear>
    <p_a units='ksi'>-2.16</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.64</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>2.43</res>
    <max_usage>3.7</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='10'>
    <element_label>CR</element_label>
    <joint_label>CR:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>45.25</trans_defl>
    <long_defl units='in'>0.87</long_defl>
    <vert_defl units='in'>-2.85</vert_defl>
    <vert_mom units='ft-k'>-3.71</vert_mom>
    <horz_mom units='ft-k'>-0.04</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>4.47</axial_force>
    <vert_shear units='kips'>0.91</vert_shear>
    <horz_shear units='kips'>0.01</horz_shear>
    <p_a units='ksi'>1.24</p_a>
    <m_s units='ksi'>8.05</m_s>
    <v_q units='ksi'>0.39</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>9.32</res>
    <max_usage>14.3</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='11'>
    <element_label>CR</element_label>
    <joint_label>CR:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>45.84</trans_defl>
    <long_defl units='in'>0.87</long_defl>
    <vert_defl units='in'>-8.24</vert_defl>
    <vert_mom units='ft-k'>0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>4.47</axial_force>
    <vert_shear units='kips'>0.91</vert_shear>
    <horz_shear units='kips'>0.01</horz_shear>
    <p_a units='ksi'>2.12</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>1.01</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>2.75</res>
    <max_usage>4.2</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='12'>
    <element_label>DL</element_label>
    <joint_label>DL:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>40.25</trans_defl>
    <long_defl units='in'>0.79</long_defl>
    <vert_defl units='in'>-0.26</vert_defl>
    <vert_mom units='ft-k'>-0.67</vert_mom>
    <horz_mom units='ft-k'>0.03</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-0.86</axial_force>
    <vert_shear units='kips'>0.17</vert_shear>
    <horz_shear units='kips'>-0.01</horz_shear>
    <p_a units='ksi'>-0.24</p_a>
    <m_s units='ksi'>1.52</m_s>
    <v_q units='ksi'>0.07</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>1.76</res>
    <max_usage>2.7</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='13'>
    <element_label>DL</element_label>
    <joint_label>DL:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>41.34</trans_defl>
    <long_defl units='in'>0.82</long_defl>
    <vert_defl units='in'>4.69</vert_defl>
    <vert_mom units='ft-k'>-0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-0.86</axial_force>
    <vert_shear units='kips'>0.17</vert_shear>
    <horz_shear units='kips'>-0.01</horz_shear>
    <p_a units='ksi'>-0.41</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.18</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>0.52</res>
    <max_usage>0.8</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='14'>
    <element_label>DR</element_label>
    <joint_label>DR:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>40.13</trans_defl>
    <long_defl units='in'>0.79</long_defl>
    <vert_defl units='in'>-2.58</vert_defl>
    <vert_mom units='ft-k'>-2.84</vert_mom>
    <horz_mom units='ft-k'>-0.04</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>2.42</axial_force>
    <vert_shear units='kips'>0.70</vert_shear>
    <horz_shear units='kips'>0.01</horz_shear>
    <p_a units='ksi'>0.67</p_a>
    <m_s units='ksi'>6.19</m_s>
    <v_q units='ksi'>0.30</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>6.88</res>
    <max_usage>10.6</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='15'>
    <element_label>DR</element_label>
    <joint_label>DR:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>40.71</trans_defl>
    <long_defl units='in'>0.79</long_defl>
    <vert_defl units='in'>-7.75</vert_defl>
    <vert_mom units='ft-k'>0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>2.42</axial_force>
    <vert_shear units='kips'>0.70</vert_shear>
    <horz_shear units='kips'>0.01</horz_shear>
    <p_a units='ksi'>1.15</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.78</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>1.77</res>
    <max_usage>2.7</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
</table>
<table plsname='Summary of Clamp Capacities and Usages' tagname='summary_of_clamp_capacities_and_usages' ncols='5' nrows='9' units='0' titledetail='NESC HEAVY'>
  <summary_of_clamp_capacities_and_usages rownum='0'>
    <clamp_label>static</clamp_label>
    <force units='kips'>4.258</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.01</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='1'>
    <clamp_label>1</clamp_label>
    <force units='kips'>8.721</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.02</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='2'>
    <clamp_label>2</clamp_label>
    <force units='kips'>8.721</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.02</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='3'>
    <clamp_label>3</clamp_label>
    <force units='kips'>4.518</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.01</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='4'>
    <clamp_label>4</clamp_label>
    <force units='kips'>0.000</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.00</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='5'>
    <clamp_label>5</clamp_label>
    <force units='kips'>4.596</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.01</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='6'>
    <clamp_label>6</clamp_label>
    <force units='kips'>4.560</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.01</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='7'>
    <clamp_label>7</clamp_label>
    <force units='kips'>0.867</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.00</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='8'>
    <clamp_label>8</clamp_label>
    <force units='kips'>2.517</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.01</usage>
  </summary_of_clamp_capacities_and_usages>
</table>
<table plsname='Equilibrium Joint Positions and Rotations' tagname='equilibrium_joint_positions_and_rotations' ncols='10' nrows='22' units='0' titledetail='EXTREME WIND'>
  <equilibrium_joint_positions_and_rotations rownum='0'>
    <joint_label>upright:g</joint_label>
    <x_displ units='ft'>0</x_displ>
    <y_displ units='ft'>0</y_displ>
    <z_displ units='ft'>0</z_displ>
    <x_rot units='deg'>0.0000</x_rot>
    <y_rot units='deg'>0.0000</y_rot>
    <z_rot units='deg'>0.0000</z_rot>
    <x_pos units='ft'>0</x_pos>
    <y_pos units='ft'>0</y_pos>
    <z_pos units='ft'>0</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='1'>
    <joint_label>upright:t</joint_label>
    <x_displ units='ft'>0.1934</x_displ>
    <y_displ units='ft'>3.277</y_displ>
    <z_displ units='ft'>-0.09004</z_displ>
    <x_rot units='deg'>-4.2066</x_rot>
    <y_rot units='deg'>0.2143</y_rot>
    <z_rot units='deg'>0.0034</z_rot>
    <x_pos units='ft'>0.1934</x_pos>
    <y_pos units='ft'>3.277</y_pos>
    <z_pos units='ft'>79.91</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='2'>
    <joint_label>upright:1</joint_label>
    <x_displ units='ft'>0.1821</x_displ>
    <y_displ units='ft'>3.057</y_displ>
    <z_displ units='ft'>-0.08194</z_displ>
    <x_rot units='deg'>-4.2033</x_rot>
    <y_rot units='deg'>0.2142</y_rot>
    <z_rot units='deg'>0.0034</z_rot>
    <x_pos units='ft'>0.1821</x_pos>
    <y_pos units='ft'>3.057</y_pos>
    <z_pos units='ft'>76.92</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='3'>
    <joint_label>upright:2</joint_label>
    <x_displ units='ft'>0.1672</x_displ>
    <y_displ units='ft'>2.765</y_displ>
    <z_displ units='ft'>-0.07122</z_displ>
    <x_rot units='deg'>-4.1582</x_rot>
    <y_rot units='deg'>0.2135</y_rot>
    <z_rot units='deg'>0.0032</z_rot>
    <x_pos units='ft'>0.1672</x_pos>
    <y_pos units='ft'>2.765</y_pos>
    <z_pos units='ft'>72.93</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='4'>
    <joint_label>upright:3</joint_label>
    <x_displ units='ft'>0.1524</x_displ>
    <y_displ units='ft'>2.478</y_displ>
    <z_displ units='ft'>-0.06085</z_displ>
    <x_rot units='deg'>-4.0624</x_rot>
    <y_rot units='deg'>0.2117</y_rot>
    <z_rot units='deg'>0.0030</z_rot>
    <x_pos units='ft'>0.1524</x_pos>
    <y_pos units='ft'>2.478</y_pos>
    <z_pos units='ft'>68.94</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='5'>
    <joint_label>upright:4</joint_label>
    <x_displ units='ft'>0.1377</x_displ>
    <y_displ units='ft'>2.199</y_displ>
    <z_displ units='ft'>-0.05107</z_displ>
    <x_rot units='deg'>-3.9156</x_rot>
    <y_rot units='deg'>0.2083</y_rot>
    <z_rot units='deg'>0.0027</z_rot>
    <x_pos units='ft'>0.1377</x_pos>
    <y_pos units='ft'>2.199</y_pos>
    <z_pos units='ft'>64.95</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='6'>
    <joint_label>AL:O</joint_label>
    <x_displ units='ft'>0.1824</x_displ>
    <y_displ units='ft'>3.059</y_displ>
    <z_displ units='ft'>-0.02316</z_displ>
    <x_rot units='deg'>-4.2033</x_rot>
    <y_rot units='deg'>0.2142</y_rot>
    <z_rot units='deg'>0.0034</z_rot>
    <x_pos units='ft'>0.1824</x_pos>
    <y_pos units='ft'>2.258</y_pos>
    <z_pos units='ft'>76.98</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='7'>
    <joint_label>AL:T</joint_label>
    <x_displ units='ft'>0.1866</x_displ>
    <y_displ units='ft'>3.122</y_displ>
    <z_displ units='ft'>0.2773</z_displ>
    <x_rot units='deg'>-4.4020</x_rot>
    <y_rot units='deg'>0.2156</y_rot>
    <z_rot units='deg'>0.0097</z_rot>
    <x_pos units='ft'>0.1866</x_pos>
    <y_pos units='ft'>-1.68</y_pos>
    <z_pos units='ft'>77.94</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='8'>
    <joint_label>AR:O</joint_label>
    <x_displ units='ft'>0.1819</x_displ>
    <y_displ units='ft'>3.055</y_displ>
    <z_displ units='ft'>-0.1407</z_displ>
    <x_rot units='deg'>-4.2033</x_rot>
    <y_rot units='deg'>0.2142</y_rot>
    <z_rot units='deg'>0.0034</z_rot>
    <x_pos units='ft'>0.1819</x_pos>
    <y_pos units='ft'>3.857</y_pos>
    <z_pos units='ft'>76.86</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='9'>
    <joint_label>AR:T</joint_label>
    <x_displ units='ft'>0.1832</x_displ>
    <y_displ units='ft'>3.095</y_displ>
    <z_displ units='ft'>-0.4521</z_displ>
    <x_rot units='deg'>-4.5490</x_rot>
    <y_rot units='deg'>0.2147</y_rot>
    <z_rot units='deg'>-0.0008</z_rot>
    <x_pos units='ft'>0.1832</x_pos>
    <y_pos units='ft'>7.897</y_pos>
    <z_pos units='ft'>77.21</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='10'>
    <joint_label>BL:O</joint_label>
    <x_displ units='ft'>0.1675</x_displ>
    <y_displ units='ft'>2.767</y_displ>
    <z_displ units='ft'>-0.01007</z_displ>
    <x_rot units='deg'>-4.1582</x_rot>
    <y_rot units='deg'>0.2135</y_rot>
    <z_rot units='deg'>0.0032</z_rot>
    <x_pos units='ft'>0.1675</x_pos>
    <y_pos units='ft'>1.924</y_pos>
    <z_pos units='ft'>72.99</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='11'>
    <joint_label>BL:T</joint_label>
    <x_displ units='ft'>0.1716</x_displ>
    <y_displ units='ft'>2.828</y_displ>
    <z_displ units='ft'>0.2833</z_displ>
    <x_rot units='deg'>-4.2688</x_rot>
    <y_rot units='deg'>0.2147</y_rot>
    <z_rot units='deg'>0.0087</z_rot>
    <x_pos units='ft'>0.1716</x_pos>
    <y_pos units='ft'>-2.016</y_pos>
    <z_pos units='ft'>73.95</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='12'>
    <joint_label>BR:O</joint_label>
    <x_displ units='ft'>0.1669</x_displ>
    <y_displ units='ft'>2.763</y_displ>
    <z_displ units='ft'>-0.1324</z_displ>
    <x_rot units='deg'>-4.1582</x_rot>
    <y_rot units='deg'>0.2135</y_rot>
    <z_rot units='deg'>0.0032</z_rot>
    <x_pos units='ft'>0.1669</x_pos>
    <y_pos units='ft'>3.606</y_pos>
    <z_pos units='ft'>72.87</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='13'>
    <joint_label>BR:T</joint_label>
    <x_displ units='ft'>0.1683</x_displ>
    <y_displ units='ft'>2.801</y_displ>
    <z_displ units='ft'>-0.4245</z_displ>
    <x_rot units='deg'>-4.1642</x_rot>
    <y_rot units='deg'>0.2140</y_rot>
    <z_rot units='deg'>-0.0014</z_rot>
    <x_pos units='ft'>0.1683</x_pos>
    <y_pos units='ft'>7.644</y_pos>
    <z_pos units='ft'>73.24</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='14'>
    <joint_label>CL:O</joint_label>
    <x_displ units='ft'>0.1527</x_displ>
    <y_displ units='ft'>2.48</y_displ>
    <z_displ units='ft'>0.001829</z_displ>
    <x_rot units='deg'>-4.0624</x_rot>
    <y_rot units='deg'>0.2117</y_rot>
    <z_rot units='deg'>0.0030</z_rot>
    <x_pos units='ft'>0.1527</x_pos>
    <y_pos units='ft'>1.595</y_pos>
    <z_pos units='ft'>69</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='15'>
    <joint_label>CL:T</joint_label>
    <x_displ units='ft'>0.1567</x_displ>
    <y_displ units='ft'>2.539</y_displ>
    <z_displ units='ft'>0.2886</z_displ>
    <x_rot units='deg'>-4.1723</x_rot>
    <y_rot units='deg'>0.2129</y_rot>
    <z_rot units='deg'>0.0084</z_rot>
    <x_pos units='ft'>0.1567</x_pos>
    <y_pos units='ft'>-2.346</y_pos>
    <z_pos units='ft'>69.96</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='16'>
    <joint_label>CR:O</joint_label>
    <x_displ units='ft'>0.1521</x_displ>
    <y_displ units='ft'>2.476</y_displ>
    <z_displ units='ft'>-0.1235</z_displ>
    <x_rot units='deg'>-4.0624</x_rot>
    <y_rot units='deg'>0.2117</y_rot>
    <z_rot units='deg'>0.0030</z_rot>
    <x_pos units='ft'>0.1521</x_pos>
    <y_pos units='ft'>3.36</y_pos>
    <z_pos units='ft'>68.88</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='17'>
    <joint_label>CR:T</joint_label>
    <x_displ units='ft'>0.1535</x_displ>
    <y_displ units='ft'>2.514</y_displ>
    <z_displ units='ft'>-0.4152</z_displ>
    <x_rot units='deg'>-4.2023</x_rot>
    <y_rot units='deg'>0.2121</y_rot>
    <z_rot units='deg'>-0.0014</z_rot>
    <x_pos units='ft'>0.1535</x_pos>
    <y_pos units='ft'>7.398</y_pos>
    <z_pos units='ft'>69.25</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='18'>
    <joint_label>DL:O</joint_label>
    <x_displ units='ft'>0.138</x_displ>
    <y_displ units='ft'>2.201</y_displ>
    <z_displ units='ft'>0.01217</z_displ>
    <x_rot units='deg'>-3.9156</x_rot>
    <y_rot units='deg'>0.2083</y_rot>
    <z_rot units='deg'>0.0027</z_rot>
    <x_pos units='ft'>0.138</x_pos>
    <y_pos units='ft'>1.275</y_pos>
    <z_pos units='ft'>65.01</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='19'>
    <joint_label>DL:T</joint_label>
    <x_displ units='ft'>0.1418</x_displ>
    <y_displ units='ft'>2.256</y_displ>
    <z_displ units='ft'>0.2842</z_displ>
    <x_rot units='deg'>-3.9256</x_rot>
    <y_rot units='deg'>0.2094</y_rot>
    <z_rot units='deg'>0.0075</z_rot>
    <x_pos units='ft'>0.1418</x_pos>
    <y_pos units='ft'>-2.67</y_pos>
    <z_pos units='ft'>65.95</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='20'>
    <joint_label>DR:O</joint_label>
    <x_displ units='ft'>0.1374</x_displ>
    <y_displ units='ft'>2.197</y_displ>
    <z_displ units='ft'>-0.1143</z_displ>
    <x_rot units='deg'>-3.9156</x_rot>
    <y_rot units='deg'>0.2083</y_rot>
    <z_rot units='deg'>0.0027</z_rot>
    <x_pos units='ft'>0.1374</x_pos>
    <y_pos units='ft'>3.123</y_pos>
    <z_pos units='ft'>64.89</z_pos>
  </equilibrium_joint_positions_and_rotations>
  <equilibrium_joint_positions_and_rotations rownum='21'>
    <joint_label>DR:T</joint_label>
    <x_displ units='ft'>0.1389</x_displ>
    <y_displ units='ft'>2.233</y_displ>
    <z_displ units='ft'>-0.3927</z_displ>
    <x_rot units='deg'>-3.9930</x_rot>
    <y_rot units='deg'>0.2087</y_rot>
    <z_rot units='deg'>-0.0018</z_rot>
    <x_pos units='ft'>0.1389</x_pos>
    <y_pos units='ft'>7.16</y_pos>
    <z_pos units='ft'>65.27</z_pos>
  </equilibrium_joint_positions_and_rotations>
</table>
<table plsname='Joint Support Reactions' tagname='joint_support_reactions' ncols='17' nrows='1' units='0' titledetail='EXTREME WIND'>
  <joint_support_reactions rownum='0'>
    <joint_label>upright:g</joint_label>
    <x_force units='kips'>-4.35</x_force>
    <x_usage>0.0</x_usage>
    <y_force units='kips'>-28.32</y_force>
    <y_usage>0.0</y_usage>
    <z_force units='kips'>14.18</z_force>
    <comp_usage>0.0</comp_usage>
    <uplift_usage>0.0</uplift_usage>
    <result_force units='kips'>31.97</result_force>
    <result_usage>0.0</result_usage>
    <x_moment units='ft-k'>1971.58</x_moment>
    <x_m_usage>0.0</x_m_usage>
    <y_moment units='ft-k'>-165.5</y_moment>
    <y_m_usage>0.0</y_m_usage>
    <z_moment units='ft-k'>-0.02</z_moment>
    <z_m_usage>0.0</z_m_usage>
    <max_usage>0.0</max_usage>
  </joint_support_reactions>
</table>
<table plsname='Detailed Steel Pole Usages' tagname='detailed_steel_pole_usages' ncols='20' nrows='36' units='0' titledetail='EXTREME WIND'>
  <detailed_steel_pole_usages rownum='0'>
    <element_label>upright</element_label>
    <joint_label>upright:t</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>39.33</trans_defl>
    <long_defl units='in'>2.32</long_defl>
    <vert_defl units='in'>-1.08</vert_defl>
    <trans_mom_local_mx units='ft-k'>0.00</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-0.00</long_mom_local_my>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>0.01</axial_force>
    <tran_shear units='kips'>2.51</tran_shear>
    <long_shear units='kips'>-0.05</long_shear>
    <p_a units='ksi'>0.00</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.23</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>0.41</res>
    <max_usage>0.6</max_usage>
    <at_pt>5</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='1'>
    <element_label>upright</element_label>
    <joint_label>upright:1</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>3.00</rel_dist>
    <trans_defl units='in'>36.69</trans_defl>
    <long_defl units='in'>2.19</long_defl>
    <vert_defl units='in'>-0.98</vert_defl>
    <trans_mom_local_mx units='ft-k'>7.54</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-0.16</long_mom_local_my>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>0.01</axial_force>
    <tran_shear units='kips'>2.51</tran_shear>
    <long_shear units='kips'>-0.05</long_shear>
    <p_a units='ksi'>0.00</p_a>
    <m_s units='ksi'>0.84</m_s>
    <v_q units='ksi'>0.06</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>0.85</res>
    <max_usage>1.3</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='2'>
    <element_label>upright</element_label>
    <joint_label>upright:1</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>3.00</rel_dist>
    <trans_defl units='in'>36.69</trans_defl>
    <long_defl units='in'>2.19</long_defl>
    <vert_defl units='in'>-0.98</vert_defl>
    <trans_mom_local_mx units='ft-k'>15.45</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-0.18</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-0.88</axial_force>
    <tran_shear units='kips'>14.54</tran_shear>
    <long_shear units='kips'>-0.25</long_shear>
    <p_a units='ksi'>-0.04</p_a>
    <m_s units='ksi'>0.02</m_s>
    <v_q units='ksi'>1.30</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>2.26</res>
    <max_usage>3.5</max_usage>
    <at_pt>5</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='3'>
    <element_label>upright</element_label>
    <joint_label>upright:2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>7.00</rel_dist>
    <trans_defl units='in'>33.18</trans_defl>
    <long_defl units='in'>2.01</long_defl>
    <vert_defl units='in'>-0.85</vert_defl>
    <trans_mom_local_mx units='ft-k'>73.61</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-1.19</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-0.88</axial_force>
    <tran_shear units='kips'>14.54</tran_shear>
    <long_shear units='kips'>-0.25</long_shear>
    <p_a units='ksi'>-0.04</p_a>
    <m_s units='ksi'>7.42</m_s>
    <v_q units='ksi'>0.32</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>7.48</res>
    <max_usage>11.5</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='4'>
    <element_label>upright</element_label>
    <joint_label>upright:2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>7.00</rel_dist>
    <trans_defl units='in'>33.18</trans_defl>
    <long_defl units='in'>2.01</long_defl>
    <vert_defl units='in'>-0.85</vert_defl>
    <trans_mom_local_mx units='ft-k'>75.29</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-1.21</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-1.32</axial_force>
    <tran_shear units='kips'>17.36</tran_shear>
    <long_shear units='kips'>-0.47</long_shear>
    <p_a units='ksi'>-0.06</p_a>
    <m_s units='ksi'>7.59</m_s>
    <v_q units='ksi'>0.39</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>7.67</res>
    <max_usage>11.8</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='5'>
    <element_label>upright</element_label>
    <joint_label>upright:3</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>11.00</rel_dist>
    <trans_defl units='in'>29.73</trans_defl>
    <long_defl units='in'>1.83</long_defl>
    <vert_defl units='in'>-0.73</vert_defl>
    <trans_mom_local_mx units='ft-k'>144.74</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-3.09</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-1.32</axial_force>
    <tran_shear units='kips'>17.36</tran_shear>
    <long_shear units='kips'>-0.47</long_shear>
    <p_a units='ksi'>-0.05</p_a>
    <m_s units='ksi'>13.24</m_s>
    <v_q units='ksi'>0.37</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>13.30</res>
    <max_usage>20.5</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='6'>
    <element_label>upright</element_label>
    <joint_label>upright:3</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>11.00</rel_dist>
    <trans_defl units='in'>29.73</trans_defl>
    <long_defl units='in'>1.83</long_defl>
    <vert_defl units='in'>-0.73</vert_defl>
    <trans_mom_local_mx units='ft-k'>148.38</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-3.11</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-1.87</axial_force>
    <tran_shear units='kips'>22.95</tran_shear>
    <long_shear units='kips'>-0.69</long_shear>
    <p_a units='ksi'>-0.07</p_a>
    <m_s units='ksi'>13.57</m_s>
    <v_q units='ksi'>0.49</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>13.67</res>
    <max_usage>21.0</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='7'>
    <element_label>upright</element_label>
    <joint_label>upright:4</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>15.00</rel_dist>
    <trans_defl units='in'>26.39</trans_defl>
    <long_defl units='in'>1.65</long_defl>
    <vert_defl units='in'>-0.61</vert_defl>
    <trans_mom_local_mx units='ft-k'>240.20</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-5.89</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-1.87</axial_force>
    <tran_shear units='kips'>22.95</tran_shear>
    <long_shear units='kips'>-0.69</long_shear>
    <p_a units='ksi'>-0.07</p_a>
    <m_s units='ksi'>20.01</m_s>
    <v_q units='ksi'>0.47</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>20.10</res>
    <max_usage>30.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='8'>
    <element_label>upright</element_label>
    <joint_label>upright:4</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>15.00</rel_dist>
    <trans_defl units='in'>26.39</trans_defl>
    <long_defl units='in'>1.65</long_defl>
    <vert_defl units='in'>-0.61</vert_defl>
    <trans_mom_local_mx units='ft-k'>241.47</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-5.91</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-2.45</axial_force>
    <tran_shear units='kips'>25.12</tran_shear>
    <long_shear units='kips'>-0.95</long_shear>
    <p_a units='ksi'>-0.09</p_a>
    <m_s units='ksi'>20.12</m_s>
    <v_q units='ksi'>0.51</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>20.23</res>
    <max_usage>31.1</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='9'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>20.00</rel_dist>
    <trans_defl units='in'>22.40</trans_defl>
    <long_defl units='in'>1.44</long_defl>
    <vert_defl units='in'>-0.48</vert_defl>
    <trans_mom_local_mx units='ft-k'>367.09</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-10.65</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-2.45</axial_force>
    <tran_shear units='kips'>25.12</tran_shear>
    <long_shear units='kips'>-0.95</long_shear>
    <p_a units='ksi'>-0.09</p_a>
    <m_s units='ksi'>27.39</m_s>
    <v_q units='ksi'>0.48</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>27.49</res>
    <max_usage>42.3</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='10'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>20.00</rel_dist>
    <trans_defl units='in'>22.40</trans_defl>
    <long_defl units='in'>1.44</long_defl>
    <vert_defl units='in'>-0.48</vert_defl>
    <trans_mom_local_mx units='ft-k'>367.09</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-10.64</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-3.04</axial_force>
    <tran_shear units='kips'>25.35</tran_shear>
    <long_shear units='kips'>-1.16</long_shear>
    <p_a units='ksi'>-0.11</p_a>
    <m_s units='ksi'>27.39</m_s>
    <v_q units='ksi'>0.49</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>27.51</res>
    <max_usage>42.3</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='11'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>25.00</rel_dist>
    <trans_defl units='in'>18.71</trans_defl>
    <long_defl units='in'>1.23</long_defl>
    <vert_defl units='in'>-0.37</vert_defl>
    <trans_mom_local_mx units='ft-k'>493.86</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-16.46</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-3.04</axial_force>
    <tran_shear units='kips'>25.35</tran_shear>
    <long_shear units='kips'>-1.16</long_shear>
    <p_a units='ksi'>-0.10</p_a>
    <m_s units='ksi'>33.19</m_s>
    <v_q units='ksi'>0.47</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>33.31</res>
    <max_usage>51.2</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='12'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>25.00</rel_dist>
    <trans_defl units='in'>18.71</trans_defl>
    <long_defl units='in'>1.23</long_defl>
    <vert_defl units='in'>-0.37</vert_defl>
    <trans_mom_local_mx units='ft-k'>493.86</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-16.45</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-3.68</axial_force>
    <tran_shear units='kips'>25.59</tran_shear>
    <long_shear units='kips'>-1.39</long_shear>
    <p_a units='ksi'>-0.13</p_a>
    <m_s units='ksi'>33.19</m_s>
    <v_q units='ksi'>0.47</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>33.33</res>
    <max_usage>51.3</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='13'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>30.00</rel_dist>
    <trans_defl units='in'>15.34</trans_defl>
    <long_defl units='in'>1.04</long_defl>
    <vert_defl units='in'>-0.27</vert_defl>
    <trans_mom_local_mx units='ft-k'>621.81</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-23.39</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-3.68</axial_force>
    <tran_shear units='kips'>25.59</tran_shear>
    <long_shear units='kips'>-1.39</long_shear>
    <p_a units='ksi'>-0.12</p_a>
    <m_s units='ksi'>37.85</m_s>
    <v_q units='ksi'>0.45</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>37.97</res>
    <max_usage>58.4</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='14'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>30.00</rel_dist>
    <trans_defl units='in'>15.34</trans_defl>
    <long_defl units='in'>1.04</long_defl>
    <vert_defl units='in'>-0.27</vert_defl>
    <trans_mom_local_mx units='ft-k'>621.81</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-23.38</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-4.21</axial_force>
    <tran_shear units='kips'>25.78</tran_shear>
    <long_shear units='kips'>-1.57</long_shear>
    <p_a units='ksi'>-0.14</p_a>
    <m_s units='ksi'>37.85</m_s>
    <v_q units='ksi'>0.45</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>37.99</res>
    <max_usage>58.4</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='15'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>32.88</rel_dist>
    <trans_defl units='in'>13.56</trans_defl>
    <long_defl units='in'>0.93</long_defl>
    <vert_defl units='in'>-0.22</vert_defl>
    <trans_mom_local_mx units='ft-k'>695.92</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-27.90</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-4.21</axial_force>
    <tran_shear units='kips'>25.78</tran_shear>
    <long_shear units='kips'>-1.57</long_shear>
    <p_a units='ksi'>-0.13</p_a>
    <m_s units='ksi'>40.10</m_s>
    <v_q units='ksi'>0.44</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>40.24</res>
    <max_usage>61.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='16'>
    <element_label>upright</element_label>
    <joint_label>Tube 1</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>32.88</rel_dist>
    <trans_defl units='in'>13.56</trans_defl>
    <long_defl units='in'>0.93</long_defl>
    <vert_defl units='in'>-0.22</vert_defl>
    <trans_mom_local_mx units='ft-k'>695.92</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-27.90</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-4.61</axial_force>
    <tran_shear units='kips'>25.92</tran_shear>
    <long_shear units='kips'>-1.71</long_shear>
    <p_a units='ksi'>-0.15</p_a>
    <m_s units='ksi'>40.10</m_s>
    <v_q units='ksi'>0.45</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>40.25</res>
    <max_usage>61.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='17'>
    <element_label>upright</element_label>
    <joint_label>SpliceT</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>35.75</rel_dist>
    <trans_defl units='in'>11.91</trans_defl>
    <long_defl units='in'>0.83</long_defl>
    <vert_defl units='in'>-0.18</vert_defl>
    <trans_mom_local_mx units='ft-k'>770.43</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-32.82</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-4.61</axial_force>
    <tran_shear units='kips'>25.92</tran_shear>
    <long_shear units='kips'>-1.71</long_shear>
    <p_a units='ksi'>-0.14</p_a>
    <m_s units='ksi'>42.08</m_s>
    <v_q units='ksi'>0.43</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>42.23</res>
    <max_usage>65.0</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='18'>
    <element_label>upright</element_label>
    <joint_label>SpliceT</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>35.75</rel_dist>
    <trans_defl units='in'>11.91</trans_defl>
    <long_defl units='in'>0.83</long_defl>
    <vert_defl units='in'>-0.18</vert_defl>
    <trans_mom_local_mx units='ft-k'>770.43</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-32.81</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-5.43</axial_force>
    <tran_shear units='kips'>26.11</tran_shear>
    <long_shear units='kips'>-1.89</long_shear>
    <p_a units='ksi'>-0.17</p_a>
    <m_s units='ksi'>42.08</m_s>
    <v_q units='ksi'>0.44</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>42.26</res>
    <max_usage>65.0</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='19'>
    <element_label>upright</element_label>
    <joint_label>SpliceB</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>40.00</rel_dist>
    <trans_defl units='in'>9.68</trans_defl>
    <long_defl units='in'>0.69</long_defl>
    <vert_defl units='in'>-0.14</vert_defl>
    <trans_mom_local_mx units='ft-k'>881.38</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-40.85</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-5.43</axial_force>
    <tran_shear units='kips'>26.11</tran_shear>
    <long_shear units='kips'>-1.89</long_shear>
    <p_a units='ksi'>-0.12</p_a>
    <m_s units='ksi'>36.19</m_s>
    <v_q units='ksi'>0.33</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>36.32</res>
    <max_usage>55.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='20'>
    <element_label>upright</element_label>
    <joint_label>SpliceB</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>40.00</rel_dist>
    <trans_defl units='in'>9.68</trans_defl>
    <long_defl units='in'>0.69</long_defl>
    <vert_defl units='in'>-0.14</vert_defl>
    <trans_mom_local_mx units='ft-k'>881.38</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-40.83</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-6.49</axial_force>
    <tran_shear units='kips'>26.35</tran_shear>
    <long_shear units='kips'>-2.13</long_shear>
    <p_a units='ksi'>-0.15</p_a>
    <m_s units='ksi'>36.19</m_s>
    <v_q units='ksi'>0.34</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>36.34</res>
    <max_usage>55.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='21'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>45.00</rel_dist>
    <trans_defl units='in'>7.37</trans_defl>
    <long_defl units='in'>0.53</long_defl>
    <vert_defl units='in'>-0.09</vert_defl>
    <trans_mom_local_mx units='ft-k'>1013.11</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-51.46</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-6.49</axial_force>
    <tran_shear units='kips'>26.35</tran_shear>
    <long_shear units='kips'>-2.13</long_shear>
    <p_a units='ksi'>-0.14</p_a>
    <m_s units='ksi'>38.04</m_s>
    <v_q units='ksi'>0.32</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>38.19</res>
    <max_usage>58.8</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='22'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>45.00</rel_dist>
    <trans_defl units='in'>7.37</trans_defl>
    <long_defl units='in'>0.53</long_defl>
    <vert_defl units='in'>-0.09</vert_defl>
    <trans_mom_local_mx units='ft-k'>1013.12</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-51.45</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-7.40</axial_force>
    <tran_shear units='kips'>26.60</tran_shear>
    <long_shear units='kips'>-2.39</long_shear>
    <p_a units='ksi'>-0.16</p_a>
    <m_s units='ksi'>38.04</m_s>
    <v_q units='ksi'>0.33</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>38.21</res>
    <max_usage>58.8</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='23'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>50.00</rel_dist>
    <trans_defl units='in'>5.38</trans_defl>
    <long_defl units='in'>0.40</long_defl>
    <vert_defl units='in'>-0.06</vert_defl>
    <trans_mom_local_mx units='ft-k'>1146.11</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-63.39</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-7.40</axial_force>
    <tran_shear units='kips'>26.60</tran_shear>
    <long_shear units='kips'>-2.39</long_shear>
    <p_a units='ksi'>-0.16</p_a>
    <m_s units='ksi'>39.51</m_s>
    <v_q units='ksi'>0.31</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>39.67</res>
    <max_usage>61.0</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='24'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>50.00</rel_dist>
    <trans_defl units='in'>5.38</trans_defl>
    <long_defl units='in'>0.40</long_defl>
    <vert_defl units='in'>-0.06</vert_defl>
    <trans_mom_local_mx units='ft-k'>1146.11</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-63.38</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-8.36</axial_force>
    <tran_shear units='kips'>26.86</tran_shear>
    <long_shear units='kips'>-2.66</long_shear>
    <p_a units='ksi'>-0.18</p_a>
    <m_s units='ksi'>39.51</m_s>
    <v_q units='ksi'>0.32</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>39.69</res>
    <max_usage>61.1</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='25'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>55.00</rel_dist>
    <trans_defl units='in'>3.71</trans_defl>
    <long_defl units='in'>0.28</long_defl>
    <vert_defl units='in'>-0.03</vert_defl>
    <trans_mom_local_mx units='ft-k'>1280.39</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-76.68</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-8.36</axial_force>
    <tran_shear units='kips'>26.86</tran_shear>
    <long_shear units='kips'>-2.66</long_shear>
    <p_a units='ksi'>-0.17</p_a>
    <m_s units='ksi'>40.67</m_s>
    <v_q units='ksi'>0.31</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>40.84</res>
    <max_usage>62.8</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='26'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>55.00</rel_dist>
    <trans_defl units='in'>3.71</trans_defl>
    <long_defl units='in'>0.28</long_defl>
    <vert_defl units='in'>-0.03</vert_defl>
    <trans_mom_local_mx units='ft-k'>1280.39</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-76.67</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-9.34</axial_force>
    <tran_shear units='kips'>27.12</tran_shear>
    <long_shear units='kips'>-2.94</long_shear>
    <p_a units='ksi'>-0.19</p_a>
    <m_s units='ksi'>40.67</m_s>
    <v_q units='ksi'>0.31</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>40.86</res>
    <max_usage>62.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='27'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>60.00</rel_dist>
    <trans_defl units='in'>2.36</trans_defl>
    <long_defl units='in'>0.18</long_defl>
    <vert_defl units='in'>-0.02</vert_defl>
    <trans_mom_local_mx units='ft-k'>1415.97</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-91.40</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-9.34</axial_force>
    <tran_shear units='kips'>27.12</tran_shear>
    <long_shear units='kips'>-2.94</long_shear>
    <p_a units='ksi'>-0.18</p_a>
    <m_s units='ksi'>41.58</m_s>
    <v_q units='ksi'>0.30</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>41.76</res>
    <max_usage>64.2</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='28'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>60.00</rel_dist>
    <trans_defl units='in'>2.36</trans_defl>
    <long_defl units='in'>0.18</long_defl>
    <vert_defl units='in'>-0.02</vert_defl>
    <trans_mom_local_mx units='ft-k'>1415.97</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-91.39</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-10.36</axial_force>
    <tran_shear units='kips'>27.38</tran_shear>
    <long_shear units='kips'>-3.24</long_shear>
    <p_a units='ksi'>-0.20</p_a>
    <m_s units='ksi'>41.58</m_s>
    <v_q units='ksi'>0.31</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>41.78</res>
    <max_usage>64.3</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='29'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>65.00</rel_dist>
    <trans_defl units='in'>1.32</trans_defl>
    <long_defl units='in'>0.10</long_defl>
    <vert_defl units='in'>-0.01</vert_defl>
    <trans_mom_local_mx units='ft-k'>1552.86</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-107.58</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-10.36</axial_force>
    <tran_shear units='kips'>27.38</tran_shear>
    <long_shear units='kips'>-3.24</long_shear>
    <p_a units='ksi'>-0.19</p_a>
    <m_s units='ksi'>42.28</m_s>
    <v_q units='ksi'>0.30</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>42.48</res>
    <max_usage>65.4</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='30'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>65.00</rel_dist>
    <trans_defl units='in'>1.32</trans_defl>
    <long_defl units='in'>0.10</long_defl>
    <vert_defl units='in'>-0.01</vert_defl>
    <trans_mom_local_mx units='ft-k'>1552.86</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-107.57</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-11.41</axial_force>
    <tran_shear units='kips'>27.64</tran_shear>
    <long_shear units='kips'>-3.54</long_shear>
    <p_a units='ksi'>-0.21</p_a>
    <m_s units='ksi'>42.28</m_s>
    <v_q units='ksi'>0.30</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>42.50</res>
    <max_usage>65.4</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='31'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>70.00</rel_dist>
    <trans_defl units='in'>0.58</trans_defl>
    <long_defl units='in'>0.05</long_defl>
    <vert_defl units='in'>-0.00</vert_defl>
    <trans_mom_local_mx units='ft-k'>1691.08</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-125.29</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-11.41</axial_force>
    <tran_shear units='kips'>27.64</tran_shear>
    <long_shear units='kips'>-3.54</long_shear>
    <p_a units='ksi'>-0.21</p_a>
    <m_s units='ksi'>42.82</m_s>
    <v_q units='ksi'>0.29</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>43.03</res>
    <max_usage>66.2</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='32'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>70.00</rel_dist>
    <trans_defl units='in'>0.58</trans_defl>
    <long_defl units='in'>0.05</long_defl>
    <vert_defl units='in'>-0.00</vert_defl>
    <trans_mom_local_mx units='ft-k'>1691.08</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-125.29</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-12.49</axial_force>
    <tran_shear units='kips'>27.91</tran_shear>
    <long_shear units='kips'>-3.86</long_shear>
    <p_a units='ksi'>-0.23</p_a>
    <m_s units='ksi'>42.82</m_s>
    <v_q units='ksi'>0.30</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>43.05</res>
    <max_usage>66.2</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='33'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>75.00</rel_dist>
    <trans_defl units='in'>0.15</trans_defl>
    <long_defl units='in'>0.01</long_defl>
    <vert_defl units='in'>-0.00</vert_defl>
    <trans_mom_local_mx units='ft-k'>1830.65</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-144.58</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-12.49</axial_force>
    <tran_shear units='kips'>27.91</tran_shear>
    <long_shear units='kips'>-3.86</long_shear>
    <p_a units='ksi'>-0.22</p_a>
    <m_s units='ksi'>43.22</m_s>
    <v_q units='ksi'>0.29</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>43.44</res>
    <max_usage>66.8</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='34'>
    <element_label>upright</element_label>
    <joint_label>Tube 2</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>75.00</rel_dist>
    <trans_defl units='in'>0.15</trans_defl>
    <long_defl units='in'>0.01</long_defl>
    <vert_defl units='in'>-0.00</vert_defl>
    <trans_mom_local_mx units='ft-k'>1830.65</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-144.58</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-13.61</axial_force>
    <tran_shear units='kips'>28.19</tran_shear>
    <long_shear units='kips'>-4.19</long_shear>
    <p_a units='ksi'>-0.24</p_a>
    <m_s units='ksi'>43.22</m_s>
    <v_q units='ksi'>0.30</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>43.46</res>
    <max_usage>66.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
  <detailed_steel_pole_usages rownum='35'>
    <element_label>upright</element_label>
    <joint_label>upright:g</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>80.00</rel_dist>
    <trans_defl units='in'>0.00</trans_defl>
    <long_defl units='in'>0.00</long_defl>
    <vert_defl units='in'>0.00</vert_defl>
    <trans_mom_local_mx units='ft-k'>1971.58</trans_mom_local_mx>
    <long_mom_local_my units='ft-k'>-165.51</long_mom_local_my>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-13.61</axial_force>
    <tran_shear units='kips'>28.19</tran_shear>
    <long_shear units='kips'>-4.19</long_shear>
    <p_a units='ksi'>-0.23</p_a>
    <m_s units='ksi'>43.51</m_s>
    <v_q units='ksi'>0.29</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>43.74</res>
    <max_usage>67.3</max_usage>
    <at_pt>2</at_pt>
  </detailed_steel_pole_usages>
</table>
<table plsname='Detailed Tubular Davit Arm Usages' tagname='detailed_tubular_davit_arm_usages' ncols='20' nrows='16' units='0' titledetail='EXTREME WIND'>
  <detailed_tubular_davit_arm_usages rownum='0'>
    <element_label>AL</element_label>
    <joint_label>AL:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>36.71</trans_defl>
    <long_defl units='in'>2.19</long_defl>
    <vert_defl units='in'>-0.28</vert_defl>
    <vert_mom units='ft-k'>2.88</vert_mom>
    <horz_mom units='ft-k'>0.09</horz_mom>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>-5.90</axial_force>
    <vert_shear units='kips'>-0.71</vert_shear>
    <horz_shear units='kips'>-0.02</horz_shear>
    <p_a units='ksi'>-1.64</p_a>
    <m_s units='ksi'>6.38</m_s>
    <v_q units='ksi'>0.31</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>8.04</res>
    <max_usage>12.4</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='1'>
    <element_label>AL</element_label>
    <joint_label>AL:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>37.46</trans_defl>
    <long_defl units='in'>2.24</long_defl>
    <vert_defl units='in'>3.33</vert_defl>
    <vert_mom units='ft-k'>-0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>-5.90</axial_force>
    <vert_shear units='kips'>-0.71</vert_shear>
    <horz_shear units='kips'>-0.02</horz_shear>
    <p_a units='ksi'>-2.80</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.79</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>3.11</res>
    <max_usage>4.8</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='2'>
    <element_label>AR</element_label>
    <joint_label>AR:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>36.66</trans_defl>
    <long_defl units='in'>2.18</long_defl>
    <vert_defl units='in'>-1.69</vert_defl>
    <vert_mom units='ft-k'>-5.02</vert_mom>
    <horz_mom units='ft-k'>-0.08</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>5.82</axial_force>
    <vert_shear units='kips'>1.24</vert_shear>
    <horz_shear units='kips'>0.02</horz_shear>
    <p_a units='ksi'>1.61</p_a>
    <m_s units='ksi'>10.96</m_s>
    <v_q units='ksi'>0.53</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>12.60</res>
    <max_usage>19.4</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='3'>
    <element_label>AR</element_label>
    <joint_label>AR:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>37.14</trans_defl>
    <long_defl units='in'>2.20</long_defl>
    <vert_defl units='in'>-5.42</vert_defl>
    <vert_mom units='ft-k'>0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>5.82</axial_force>
    <vert_shear units='kips'>1.24</vert_shear>
    <horz_shear units='kips'>0.02</horz_shear>
    <p_a units='ksi'>2.76</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>1.37</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>3.64</res>
    <max_usage>5.6</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='4'>
    <element_label>BL</element_label>
    <joint_label>BL:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>33.21</trans_defl>
    <long_defl units='in'>2.01</long_defl>
    <vert_defl units='in'>-0.12</vert_defl>
    <vert_mom units='ft-k'>1.61</vert_mom>
    <horz_mom units='ft-k'>0.08</horz_mom>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>-2.62</axial_force>
    <vert_shear units='kips'>-0.40</vert_shear>
    <horz_shear units='kips'>-0.02</horz_shear>
    <p_a units='ksi'>-0.73</p_a>
    <m_s units='ksi'>3.61</m_s>
    <v_q units='ksi'>0.17</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>4.35</res>
    <max_usage>6.7</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='5'>
    <element_label>BL</element_label>
    <joint_label>BL:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>33.93</trans_defl>
    <long_defl units='in'>2.06</long_defl>
    <vert_defl units='in'>3.40</vert_defl>
    <vert_mom units='ft-k'>-0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>-2.62</axial_force>
    <vert_shear units='kips'>-0.40</vert_shear>
    <horz_shear units='kips'>-0.02</horz_shear>
    <p_a units='ksi'>-1.24</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.44</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>1.46</res>
    <max_usage>2.2</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='6'>
    <element_label>BR</element_label>
    <joint_label>BR:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>33.15</trans_defl>
    <long_defl units='in'>2.00</long_defl>
    <vert_defl units='in'>-1.59</vert_defl>
    <vert_mom units='ft-k'>-0.09</vert_mom>
    <horz_mom units='ft-k'>-0.07</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-0.00</axial_force>
    <vert_shear units='kips'>0.02</vert_shear>
    <horz_shear units='kips'>0.02</horz_shear>
    <p_a units='ksi'>-0.00</p_a>
    <m_s units='ksi'>0.33</m_s>
    <v_q units='ksi'>0.01</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>0.33</res>
    <max_usage>0.5</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='7'>
    <element_label>BR</element_label>
    <joint_label>BR:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>33.61</trans_defl>
    <long_defl units='in'>2.02</long_defl>
    <vert_defl units='in'>-5.09</vert_defl>
    <vert_mom units='ft-k'>0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-0.00</axial_force>
    <vert_shear units='kips'>0.02</vert_shear>
    <horz_shear units='kips'>0.02</horz_shear>
    <p_a units='ksi'>-0.00</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.02</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>0.04</res>
    <max_usage>0.1</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='8'>
    <element_label>CL</element_label>
    <joint_label>CL:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>29.76</trans_defl>
    <long_defl units='in'>1.83</long_defl>
    <vert_defl units='in'>0.02</vert_defl>
    <vert_mom units='ft-k'>1.60</vert_mom>
    <horz_mom units='ft-k'>0.08</horz_mom>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>-2.70</axial_force>
    <vert_shear units='kips'>-0.39</vert_shear>
    <horz_shear units='kips'>-0.02</horz_shear>
    <p_a units='ksi'>-0.75</p_a>
    <m_s units='ksi'>3.59</m_s>
    <v_q units='ksi'>0.17</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>4.35</res>
    <max_usage>6.7</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='9'>
    <element_label>CL</element_label>
    <joint_label>CL:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>30.46</trans_defl>
    <long_defl units='in'>1.88</long_defl>
    <vert_defl units='in'>3.46</vert_defl>
    <vert_mom units='ft-k'>-0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>-0.0</tors_mom>
    <axial_force units='kips'>-2.70</axial_force>
    <vert_shear units='kips'>-0.39</vert_shear>
    <horz_shear units='kips'>-0.02</horz_shear>
    <p_a units='ksi'>-1.28</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.44</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>1.48</res>
    <max_usage>2.3</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='10'>
    <element_label>CR</element_label>
    <joint_label>CR:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>29.71</trans_defl>
    <long_defl units='in'>1.83</long_defl>
    <vert_defl units='in'>-1.48</vert_defl>
    <vert_mom units='ft-k'>-2.03</vert_mom>
    <horz_mom units='ft-k'>-0.07</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>2.64</axial_force>
    <vert_shear units='kips'>0.50</vert_shear>
    <horz_shear units='kips'>0.02</horz_shear>
    <p_a units='ksi'>0.73</p_a>
    <m_s units='ksi'>4.52</m_s>
    <v_q units='ksi'>0.22</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>5.27</res>
    <max_usage>8.1</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='11'>
    <element_label>CR</element_label>
    <joint_label>CR:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>30.16</trans_defl>
    <long_defl units='in'>1.84</long_defl>
    <vert_defl units='in'>-4.98</vert_defl>
    <vert_mom units='ft-k'>0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>2.64</axial_force>
    <vert_shear units='kips'>0.50</vert_shear>
    <horz_shear units='kips'>0.02</horz_shear>
    <p_a units='ksi'>1.25</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.55</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>1.58</res>
    <max_usage>2.4</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='12'>
    <element_label>DL</element_label>
    <joint_label>DL:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>26.41</trans_defl>
    <long_defl units='in'>1.66</long_defl>
    <vert_defl units='in'>0.15</vert_defl>
    <vert_mom units='ft-k'>0.15</vert_mom>
    <horz_mom units='ft-k'>0.07</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-0.42</axial_force>
    <vert_shear units='kips'>-0.04</vert_shear>
    <horz_shear units='kips'>-0.02</horz_shear>
    <p_a units='ksi'>-0.12</p_a>
    <m_s units='ksi'>0.47</m_s>
    <v_q units='ksi'>0.02</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>0.58</res>
    <max_usage>0.9</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='13'>
    <element_label>DL</element_label>
    <joint_label>DL:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>27.07</trans_defl>
    <long_defl units='in'>1.70</long_defl>
    <vert_defl units='in'>3.41</vert_defl>
    <vert_mom units='ft-k'>-0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>-0.42</axial_force>
    <vert_shear units='kips'>-0.04</vert_shear>
    <horz_shear units='kips'>-0.02</horz_shear>
    <p_a units='ksi'>-0.20</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.04</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>0.21</res>
    <max_usage>0.3</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='14'>
    <element_label>DR</element_label>
    <joint_label>DR:O</joint_label>
    <joint_position>Origin</joint_position>
    <rel_dist units='ft'>0.00</rel_dist>
    <trans_defl units='in'>26.36</trans_defl>
    <long_defl units='in'>1.65</long_defl>
    <vert_defl units='in'>-1.37</vert_defl>
    <vert_mom units='ft-k'>-1.12</vert_mom>
    <horz_mom units='ft-k'>-0.07</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>1.52</axial_force>
    <vert_shear units='kips'>0.28</vert_shear>
    <horz_shear units='kips'>0.02</horz_shear>
    <p_a units='ksi'>0.42</p_a>
    <m_s units='ksi'>2.57</m_s>
    <v_q units='ksi'>0.12</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>2.99</res>
    <max_usage>4.6</max_usage>
    <at_pt>2</at_pt>
  </detailed_tubular_davit_arm_usages>
  <detailed_tubular_davit_arm_usages rownum='15'>
    <element_label>DR</element_label>
    <joint_label>DR:T</joint_label>
    <joint_position>End</joint_position>
    <rel_dist units='ft'>4.06</rel_dist>
    <trans_defl units='in'>26.80</trans_defl>
    <long_defl units='in'>1.67</long_defl>
    <vert_defl units='in'>-4.71</vert_defl>
    <vert_mom units='ft-k'>0.00</vert_mom>
    <horz_mom units='ft-k'>0.00</horz_mom>
    <tors_mom units='ft-k'>0.0</tors_mom>
    <axial_force units='kips'>1.52</axial_force>
    <vert_shear units='kips'>0.28</vert_shear>
    <horz_shear units='kips'>0.02</horz_shear>
    <p_a units='ksi'>0.72</p_a>
    <m_s units='ksi'>0.00</m_s>
    <v_q units='ksi'>0.31</v_q>
    <t_r units='ksi'>0.00</t_r>
    <res units='ksi'>0.89</res>
    <max_usage>1.4</max_usage>
    <at_pt>3</at_pt>
  </detailed_tubular_davit_arm_usages>
</table>
<table plsname='Summary of Clamp Capacities and Usages' tagname='summary_of_clamp_capacities_and_usages' ncols='5' nrows='9' units='0' titledetail='EXTREME WIND'>
  <summary_of_clamp_capacities_and_usages rownum='0'>
    <clamp_label>static</clamp_label>
    <force units='kips'>2.457</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.00</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='1'>
    <clamp_label>1</clamp_label>
    <force units='kips'>5.943</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.01</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='2'>
    <clamp_label>2</clamp_label>
    <force units='kips'>5.943</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.01</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='3'>
    <clamp_label>3</clamp_label>
    <force units='kips'>2.648</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.01</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='4'>
    <clamp_label>4</clamp_label>
    <force units='kips'>0.000</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.00</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='5'>
    <clamp_label>5</clamp_label>
    <force units='kips'>2.722</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.01</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='6'>
    <clamp_label>6</clamp_label>
    <force units='kips'>2.687</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.01</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='7'>
    <clamp_label>7</clamp_label>
    <force units='kips'>0.418</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.00</usage>
  </summary_of_clamp_capacities_and_usages>
  <summary_of_clamp_capacities_and_usages rownum='8'>
    <clamp_label>8</clamp_label>
    <force units='kips'>1.541</force>
    <input_holding_capacity units='kips'>50000.00</input_holding_capacity>
    <factored_holding_capacity units='kips'>50000.00</factored_holding_capacity>
    <usage>0.00</usage>
  </summary_of_clamp_capacities_and_usages>
</table>
<table plsname='Summary of Steel Pole Usages' tagname='summary_of_steel_pole_usages' ncols='5' nrows='1' units='0' titledetail=''>
  <summary_of_steel_pole_usages rownum='0'>
    <steel_pole_label>upright</steel_pole_label>
    <maximum_usage>99.69</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <segment_number>10</segment_number>
    <weight units='lbs'>12250.5</weight>
  </summary_of_steel_pole_usages>
</table>
<table plsname='Base Plate Results by Bend Line' tagname='base_plate_results_by_bend_line' ncols='15' nrows='48' units='0' titledetail=''>
  <base_plate_results_by_bend_line rownum='0'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>1</bend_line>
    <start_x units='ft'>2.029</start_x>
    <start_y units='ft'>0.633</start_y>
    <end_x units='ft'>-0.467</end_x>
    <end_y units='ft'>2.074</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>37.089</bending_stress>
    <bolt_mom_sum units='ft-k'>134.750</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>190.465</bolt_max_load>
    <min_plate_thickness units='in'>2.368</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>74.18</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='1'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>2</bend_line>
    <start_x units='ft'>2.074</start_x>
    <start_y units='ft'>-0.467</start_y>
    <end_x units='ft'>0.633</end_x>
    <end_y units='ft'>2.029</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>19.269</bending_stress>
    <bolt_mom_sum units='ft-k'>70.008</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>131.591</bolt_max_load>
    <min_plate_thickness units='in'>1.707</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>38.54</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='2'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>3</bend_line>
    <start_x units='ft'>1.563</start_x>
    <start_y units='ft'>-1.441</start_y>
    <end_x units='ft'>1.563</end_x>
    <end_y units='ft'>1.441</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>10.193</bending_stress>
    <bolt_mom_sum units='ft-k'>37.031</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-75.330</bolt_max_load>
    <min_plate_thickness units='in'>1.242</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>20.39</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='3'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>4</bend_line>
    <start_x units='ft'>0.633</start_x>
    <start_y units='ft'>-2.029</start_y>
    <end_x units='ft'>2.074</end_x>
    <end_y units='ft'>0.467</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>20.262</bending_stress>
    <bolt_mom_sum units='ft-k'>73.614</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-135.515</bolt_max_load>
    <min_plate_thickness units='in'>1.751</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>40.52</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='4'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>5</bend_line>
    <start_x units='ft'>-0.467</start_x>
    <start_y units='ft'>-2.074</start_y>
    <end_x units='ft'>2.029</end_x>
    <end_y units='ft'>-0.633</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>37.397</bending_stress>
    <bolt_mom_sum units='ft-k'>135.868</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-187.281</bolt_max_load>
    <min_plate_thickness units='in'>2.378</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>74.79</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='5'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>6</bend_line>
    <start_x units='ft'>-1.441</start_x>
    <start_y units='ft'>-1.563</start_y>
    <end_x units='ft'>1.441</end_x>
    <end_y units='ft'>-1.563</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>43.892</bending_stress>
    <bolt_mom_sum units='ft-k'>159.465</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-187.281</bolt_max_load>
    <min_plate_thickness units='in'>2.577</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>87.78</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='6'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>7</bend_line>
    <start_x units='ft'>-2.029</start_x>
    <start_y units='ft'>-0.633</start_y>
    <end_x units='ft'>0.467</end_x>
    <end_y units='ft'>-2.074</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>36.351</bending_stress>
    <bolt_mom_sum units='ft-k'>132.070</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-187.281</bolt_max_load>
    <min_plate_thickness units='in'>2.345</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>72.70</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='7'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>8</bend_line>
    <start_x units='ft'>-2.074</start_x>
    <start_y units='ft'>0.467</start_y>
    <end_x units='ft'>-0.633</end_x>
    <end_y units='ft'>-2.029</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>18.766</bending_stress>
    <bolt_mom_sum units='ft-k'>68.178</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-128.407</bolt_max_load>
    <min_plate_thickness units='in'>1.685</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>37.53</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='8'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>9</bend_line>
    <start_x units='ft'>-1.563</start_x>
    <start_y units='ft'>1.441</start_y>
    <end_x units='ft'>-1.563</end_x>
    <end_y units='ft'>-1.441</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>10.539</bending_stress>
    <bolt_mom_sum units='ft-k'>38.291</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>78.514</bolt_max_load>
    <min_plate_thickness units='in'>1.263</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>21.08</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='9'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>10</bend_line>
    <start_x units='ft'>-0.633</start_x>
    <start_y units='ft'>2.029</start_y>
    <end_x units='ft'>-2.074</end_x>
    <end_y units='ft'>-0.467</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>20.999</bending_stress>
    <bolt_mom_sum units='ft-k'>76.293</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>138.700</bolt_max_load>
    <min_plate_thickness units='in'>1.782</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>42.00</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='10'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>11</bend_line>
    <start_x units='ft'>0.467</start_x>
    <start_y units='ft'>2.074</start_y>
    <end_x units='ft'>-2.029</end_x>
    <end_y units='ft'>0.633</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>38.134</bending_stress>
    <bolt_mom_sum units='ft-k'>138.548</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>190.465</bolt_max_load>
    <min_plate_thickness units='in'>2.402</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>76.27</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='11'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>12</bend_line>
    <start_x units='ft'>1.441</start_x>
    <start_y units='ft'>1.563</start_y>
    <end_x units='ft'>-1.441</end_x>
    <end_y units='ft'>1.563</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>44.671</bending_stress>
    <bolt_mom_sum units='ft-k'>162.297</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>190.465</bolt_max_load>
    <min_plate_thickness units='in'>2.599</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>89.34</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='12'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>13</bend_line>
    <start_x units='ft'>1.811</start_x>
    <start_y units='ft'>1.189</start_y>
    <end_x units='ft'>-0.973</end_x>
    <end_y units='ft'>1.936</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>32.731</bending_stress>
    <bolt_mom_sum units='ft-k'>118.917</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>190.465</bolt_max_load>
    <min_plate_thickness units='in'>2.225</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>65.46</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='13'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>14</bend_line>
    <start_x units='ft'>2.163</start_x>
    <start_y units='ft'>0.125</start_y>
    <end_x units='ft'>0.125</end_x>
    <end_y units='ft'>2.163</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>25.179</bending_stress>
    <bolt_mom_sum units='ft-k'>91.480</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>174.164</bolt_max_load>
    <min_plate_thickness units='in'>1.952</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>50.36</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='14'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>15</bend_line>
    <start_x units='ft'>1.936</start_x>
    <start_y units='ft'>-0.973</start_y>
    <end_x units='ft'>1.189</end_x>
    <end_y units='ft'>1.811</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>9.270</bending_stress>
    <bolt_mom_sum units='ft-k'>33.678</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>131.591</bolt_max_load>
    <min_plate_thickness units='in'>1.184</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>18.54</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='15'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>16</bend_line>
    <start_x units='ft'>1.189</start_x>
    <start_y units='ft'>-1.811</start_y>
    <end_x units='ft'>1.936</end_x>
    <end_y units='ft'>0.973</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>9.898</bending_stress>
    <bolt_mom_sum units='ft-k'>35.962</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-135.515</bolt_max_load>
    <min_plate_thickness units='in'>1.224</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>19.80</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='16'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>17</bend_line>
    <start_x units='ft'>0.125</start_x>
    <start_y units='ft'>-2.163</start_y>
    <end_x units='ft'>2.163</end_x>
    <end_y units='ft'>-0.125</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>25.904</bending_stress>
    <bolt_mom_sum units='ft-k'>94.114</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-174.827</bolt_max_load>
    <min_plate_thickness units='in'>1.979</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>51.81</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='17'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>18</bend_line>
    <start_x units='ft'>-0.973</start_x>
    <start_y units='ft'>-1.936</start_y>
    <end_x units='ft'>1.811</end_x>
    <end_y units='ft'>-1.189</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>32.635</bending_stress>
    <bolt_mom_sum units='ft-k'>118.567</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-187.281</bolt_max_load>
    <min_plate_thickness units='in'>2.222</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>65.27</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='18'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>19</bend_line>
    <start_x units='ft'>-1.811</start_x>
    <start_y units='ft'>-1.189</start_y>
    <end_x units='ft'>0.973</end_x>
    <end_y units='ft'>-1.936</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>32.138</bending_stress>
    <bolt_mom_sum units='ft-k'>116.763</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-187.281</bolt_max_load>
    <min_plate_thickness units='in'>2.205</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>64.28</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='19'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>20</bend_line>
    <start_x units='ft'>-2.163</start_x>
    <start_y units='ft'>-0.125</start_y>
    <end_x units='ft'>-0.125</end_x>
    <end_y units='ft'>-2.163</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>24.545</bending_stress>
    <bolt_mom_sum units='ft-k'>89.175</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-170.980</bolt_max_load>
    <min_plate_thickness units='in'>1.927</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>49.09</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='20'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>21</bend_line>
    <start_x units='ft'>-1.936</start_x>
    <start_y units='ft'>0.973</start_y>
    <end_x units='ft'>-1.189</end_x>
    <end_y units='ft'>-1.811</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>9.157</bending_stress>
    <bolt_mom_sum units='ft-k'>33.269</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-128.407</bolt_max_load>
    <min_plate_thickness units='in'>1.177</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>18.31</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='21'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>22</bend_line>
    <start_x units='ft'>-1.189</start_x>
    <start_y units='ft'>1.811</start_y>
    <end_x units='ft'>-1.936</end_x>
    <end_y units='ft'>-0.973</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>10.491</bending_stress>
    <bolt_mom_sum units='ft-k'>38.116</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>138.700</bolt_max_load>
    <min_plate_thickness units='in'>1.260</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>20.98</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='22'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>23</bend_line>
    <start_x units='ft'>-0.125</start_x>
    <start_y units='ft'>2.163</start_y>
    <end_x units='ft'>-2.163</end_x>
    <end_y units='ft'>0.125</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>26.539</bending_stress>
    <bolt_mom_sum units='ft-k'>96.419</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>178.011</bolt_max_load>
    <min_plate_thickness units='in'>2.003</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>53.08</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='23'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <bend_line>24</bend_line>
    <start_x units='ft'>0.973</start_x>
    <start_y units='ft'>1.936</start_y>
    <end_x units='ft'>-1.811</end_x>
    <end_y units='ft'>1.189</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>33.227</bending_stress>
    <bolt_mom_sum units='ft-k'>120.720</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>190.465</bolt_max_load>
    <min_plate_thickness units='in'>2.242</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>66.45</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='24'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>1</bend_line>
    <start_x units='ft'>2.029</start_x>
    <start_y units='ft'>0.633</start_y>
    <end_x units='ft'>-0.467</end_x>
    <end_y units='ft'>2.074</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>23.922</bending_stress>
    <bolt_mom_sum units='ft-k'>86.911</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>126.731</bolt_max_load>
    <min_plate_thickness units='in'>1.902</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>47.84</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='25'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>2</bend_line>
    <start_x units='ft'>2.074</start_x>
    <start_y units='ft'>-0.467</start_y>
    <end_x units='ft'>0.633</end_x>
    <end_y units='ft'>2.029</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>11.919</bending_stress>
    <bolt_mom_sum units='ft-k'>43.303</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>82.402</bolt_max_load>
    <min_plate_thickness units='in'>1.343</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>23.84</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='26'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>3</bend_line>
    <start_x units='ft'>1.563</start_x>
    <start_y units='ft'>-1.441</start_y>
    <end_x units='ft'>1.563</end_x>
    <end_y units='ft'>1.441</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>7.596</bending_stress>
    <bolt_mom_sum units='ft-k'>27.599</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-57.033</bolt_max_load>
    <min_plate_thickness units='in'>1.072</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>15.19</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='27'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>4</bend_line>
    <start_x units='ft'>0.633</start_x>
    <start_y units='ft'>-2.029</start_y>
    <end_x units='ft'>2.074</end_x>
    <end_y units='ft'>0.467</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>14.963</bending_stress>
    <bolt_mom_sum units='ft-k'>54.364</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-95.570</bolt_max_load>
    <min_plate_thickness units='in'>1.504</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>29.93</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='28'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>5</bend_line>
    <start_x units='ft'>-0.467</start_x>
    <start_y units='ft'>-2.074</start_y>
    <end_x units='ft'>2.029</end_x>
    <end_y units='ft'>-0.633</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>25.708</bending_stress>
    <bolt_mom_sum units='ft-k'>93.401</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-124.959</bolt_max_load>
    <min_plate_thickness units='in'>1.972</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>51.42</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='29'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>6</bend_line>
    <start_x units='ft'>-1.441</start_x>
    <start_y units='ft'>-1.563</start_y>
    <end_x units='ft'>1.441</end_x>
    <end_y units='ft'>-1.563</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>29.288</bending_stress>
    <bolt_mom_sum units='ft-k'>106.406</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-124.959</bolt_max_load>
    <min_plate_thickness units='in'>2.105</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>58.58</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='30'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>7</bend_line>
    <start_x units='ft'>-2.029</start_x>
    <start_y units='ft'>-0.633</start_y>
    <end_x units='ft'>0.467</end_x>
    <end_y units='ft'>-2.074</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>23.511</bending_stress>
    <bolt_mom_sum units='ft-k'>85.419</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-124.959</bolt_max_load>
    <min_plate_thickness units='in'>1.886</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>47.02</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='31'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>8</bend_line>
    <start_x units='ft'>-2.074</start_x>
    <start_y units='ft'>0.467</start_y>
    <end_x units='ft'>-0.633</end_x>
    <end_y units='ft'>-2.029</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>11.639</bending_stress>
    <bolt_mom_sum units='ft-k'>42.284</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-80.630</bolt_max_load>
    <min_plate_thickness units='in'>1.327</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>23.28</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='32'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>9</bend_line>
    <start_x units='ft'>-1.563</start_x>
    <start_y units='ft'>1.441</start_y>
    <end_x units='ft'>-1.563</end_x>
    <end_y units='ft'>-1.441</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>7.789</bending_stress>
    <bolt_mom_sum units='ft-k'>28.300</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>58.805</bolt_max_load>
    <min_plate_thickness units='in'>1.085</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>15.58</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='33'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>10</bend_line>
    <start_x units='ft'>-0.633</start_x>
    <start_y units='ft'>2.029</start_y>
    <end_x units='ft'>-2.074</end_x>
    <end_y units='ft'>-0.467</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>15.374</bending_stress>
    <bolt_mom_sum units='ft-k'>55.856</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>97.342</bolt_max_load>
    <min_plate_thickness units='in'>1.525</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>30.75</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='34'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>11</bend_line>
    <start_x units='ft'>0.467</start_x>
    <start_y units='ft'>2.074</start_y>
    <end_x units='ft'>-2.029</end_x>
    <end_y units='ft'>0.633</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>26.119</bending_stress>
    <bolt_mom_sum units='ft-k'>94.893</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>126.731</bolt_max_load>
    <min_plate_thickness units='in'>1.988</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>52.24</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='35'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>12</bend_line>
    <start_x units='ft'>1.441</start_x>
    <start_y units='ft'>1.563</start_y>
    <end_x units='ft'>-1.441</end_x>
    <end_y units='ft'>1.563</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>29.721</bending_stress>
    <bolt_mom_sum units='ft-k'>107.982</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>126.731</bolt_max_load>
    <min_plate_thickness units='in'>2.120</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>59.44</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='36'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>13</bend_line>
    <start_x units='ft'>1.811</start_x>
    <start_y units='ft'>1.189</start_y>
    <end_x units='ft'>-0.973</end_x>
    <end_y units='ft'>1.936</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>21.420</bending_stress>
    <bolt_mom_sum units='ft-k'>77.822</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>126.731</bolt_max_load>
    <min_plate_thickness units='in'>1.800</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>42.84</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='37'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>14</bend_line>
    <start_x units='ft'>2.163</start_x>
    <start_y units='ft'>0.125</start_y>
    <end_x units='ft'>0.125</end_x>
    <end_y units='ft'>2.163</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>15.766</bending_stress>
    <bolt_mom_sum units='ft-k'>57.282</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>113.109</bolt_max_load>
    <min_plate_thickness units='in'>1.544</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>31.53</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='38'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>15</bend_line>
    <start_x units='ft'>1.936</start_x>
    <start_y units='ft'>-0.973</start_y>
    <end_x units='ft'>1.189</end_x>
    <end_y units='ft'>1.811</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>6.010</bending_stress>
    <bolt_mom_sum units='ft-k'>21.835</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>82.402</bolt_max_load>
    <min_plate_thickness units='in'>0.953</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>12.02</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='39'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>16</bend_line>
    <start_x units='ft'>1.189</start_x>
    <start_y units='ft'>-1.811</start_y>
    <end_x units='ft'>1.936</end_x>
    <end_y units='ft'>0.973</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>7.876</bending_stress>
    <bolt_mom_sum units='ft-k'>28.616</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-95.570</bolt_max_load>
    <min_plate_thickness units='in'>1.091</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>15.75</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='40'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>17</bend_line>
    <start_x units='ft'>0.125</start_x>
    <start_y units='ft'>-2.163</start_y>
    <end_x units='ft'>2.163</end_x>
    <end_y units='ft'>-0.125</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>18.270</bending_stress>
    <bolt_mom_sum units='ft-k'>66.379</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-119.423</bolt_max_load>
    <min_plate_thickness units='in'>1.662</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>36.54</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='41'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>18</bend_line>
    <start_x units='ft'>-0.973</start_x>
    <start_y units='ft'>-1.936</start_y>
    <end_x units='ft'>1.811</end_x>
    <end_y units='ft'>-1.189</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>22.133</bending_stress>
    <bolt_mom_sum units='ft-k'>80.413</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-124.959</bolt_max_load>
    <min_plate_thickness units='in'>1.830</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>44.27</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='42'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>19</bend_line>
    <start_x units='ft'>-1.811</start_x>
    <start_y units='ft'>-1.189</start_y>
    <end_x units='ft'>0.973</end_x>
    <end_y units='ft'>-1.936</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>21.090</bending_stress>
    <bolt_mom_sum units='ft-k'>76.623</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-124.959</bolt_max_load>
    <min_plate_thickness units='in'>1.786</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>42.18</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='43'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>20</bend_line>
    <start_x units='ft'>-2.163</start_x>
    <start_y units='ft'>-0.125</start_y>
    <end_x units='ft'>-0.125</end_x>
    <end_y units='ft'>-2.163</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>15.413</bending_stress>
    <bolt_mom_sum units='ft-k'>55.999</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-111.337</bolt_max_load>
    <min_plate_thickness units='in'>1.527</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>30.83</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='44'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>21</bend_line>
    <start_x units='ft'>-1.936</start_x>
    <start_y units='ft'>0.973</start_y>
    <end_x units='ft'>-1.189</end_x>
    <end_y units='ft'>-1.811</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>5.947</bending_stress>
    <bolt_mom_sum units='ft-k'>21.607</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>-80.630</bolt_max_load>
    <min_plate_thickness units='in'>0.948</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>11.89</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='45'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>22</bend_line>
    <start_x units='ft'>-1.189</start_x>
    <start_y units='ft'>1.811</start_y>
    <end_x units='ft'>-1.936</end_x>
    <end_y units='ft'>-0.973</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>8.206</bending_stress>
    <bolt_mom_sum units='ft-k'>29.814</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>97.342</bolt_max_load>
    <min_plate_thickness units='in'>1.114</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>16.41</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='46'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>23</bend_line>
    <start_x units='ft'>-0.125</start_x>
    <start_y units='ft'>2.163</start_y>
    <end_x units='ft'>-2.163</end_x>
    <end_y units='ft'>0.125</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>18.624</bending_stress>
    <bolt_mom_sum units='ft-k'>67.662</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>121.195</bolt_max_load>
    <min_plate_thickness units='in'>1.678</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>37.25</usage>
  </base_plate_results_by_bend_line>
  <base_plate_results_by_bend_line rownum='47'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <bend_line>24</bend_line>
    <start_x units='ft'>0.973</start_x>
    <start_y units='ft'>1.936</start_y>
    <end_x units='ft'>-1.811</end_x>
    <end_y units='ft'>1.189</end_y>
    <length units='in'>34.590</length>
    <bending_stress units='ksi'>22.463</bending_stress>
    <bolt_mom_sum units='ft-k'>81.611</bolt_mom_sum>
    <_bolts_acting>3</_bolts_acting>
    <bolt_max_load units='kips'>126.731</bolt_max_load>
    <min_plate_thickness units='in'>1.843</min_plate_thickness>
    <actual_thickness units='in'>2.750</actual_thickness>
    <usage>44.93</usage>
  </base_plate_results_by_bend_line>
</table>
<table plsname='Summary of Tubular Davit Usages' tagname='summary_of_tubular_davit_usages' ncols='5' nrows='8' units='0' titledetail=''>
  <summary_of_tubular_davit_usages rownum='0'>
    <tubular_davit_label>AL</tubular_davit_label>
    <maximum_usage>14.15</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <segment_number>1</segment_number>
    <weight units='lbs'>39.5</weight>
  </summary_of_tubular_davit_usages>
  <summary_of_tubular_davit_usages rownum='1'>
    <tubular_davit_label>AR</tubular_davit_label>
    <maximum_usage>31.51</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <segment_number>1</segment_number>
    <weight units='lbs'>39.5</weight>
  </summary_of_tubular_davit_usages>
  <summary_of_tubular_davit_usages rownum='2'>
    <tubular_davit_label>BL</tubular_davit_label>
    <maximum_usage>10.34</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <segment_number>1</segment_number>
    <weight units='lbs'>39.5</weight>
  </summary_of_tubular_davit_usages>
  <summary_of_tubular_davit_usages rownum='3'>
    <tubular_davit_label>BR</tubular_davit_label>
    <maximum_usage>0.51</maximum_usage>
    <load_case>EXTREME WIND</load_case>
    <segment_number>1</segment_number>
    <weight units='lbs'>39.5</weight>
  </summary_of_tubular_davit_usages>
  <summary_of_tubular_davit_usages rownum='4'>
    <tubular_davit_label>CL</tubular_davit_label>
    <maximum_usage>9.83</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <segment_number>1</segment_number>
    <weight units='lbs'>39.5</weight>
  </summary_of_tubular_davit_usages>
  <summary_of_tubular_davit_usages rownum='5'>
    <tubular_davit_label>CR</tubular_davit_label>
    <maximum_usage>14.34</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <segment_number>1</segment_number>
    <weight units='lbs'>39.5</weight>
  </summary_of_tubular_davit_usages>
  <summary_of_tubular_davit_usages rownum='6'>
    <tubular_davit_label>DL</tubular_davit_label>
    <maximum_usage>2.71</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <segment_number>1</segment_number>
    <weight units='lbs'>39.5</weight>
  </summary_of_tubular_davit_usages>
  <summary_of_tubular_davit_usages rownum='7'>
    <tubular_davit_label>DR</tubular_davit_label>
    <maximum_usage>10.58</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <segment_number>1</segment_number>
    <weight units='lbs'>39.5</weight>
  </summary_of_tubular_davit_usages>
</table>
<table plsname='Summary of Maximum Usages by Load Case' tagname='summary_of_maximum_usages_by_load_case' ncols='4' nrows='2' units='0' titledetail=''>
  <summary_of_maximum_usages_by_load_case rownum='0'>
    <load_case>NESC HEAVY</load_case>
    <maximum_usage>99.69</maximum_usage>
    <element_label>upright</element_label>
    <element_type>Steel Pole</element_type>
  </summary_of_maximum_usages_by_load_case>
  <summary_of_maximum_usages_by_load_case rownum='1'>
    <load_case>EXTREME WIND</load_case>
    <maximum_usage>67.29</maximum_usage>
    <element_label>upright</element_label>
    <element_type>Steel Pole</element_type>
  </summary_of_maximum_usages_by_load_case>
</table>
<table plsname='Summary of Steel Pole Usages by Load Case' tagname='summary_of_steel_pole_usages_by_load_case' ncols='4' nrows='2' units='0' titledetail=''>
  <summary_of_steel_pole_usages_by_load_case rownum='0'>
    <load_case>NESC HEAVY</load_case>
    <maximum_usage>99.69</maximum_usage>
    <steel_pole_label>upright</steel_pole_label>
    <segment_number>10</segment_number>
  </summary_of_steel_pole_usages_by_load_case>
  <summary_of_steel_pole_usages_by_load_case rownum='1'>
    <load_case>EXTREME WIND</load_case>
    <maximum_usage>67.29</maximum_usage>
    <steel_pole_label>upright</steel_pole_label>
    <segment_number>18</segment_number>
  </summary_of_steel_pole_usages_by_load_case>
</table>
<table plsname='Summary of Base Plate Usages by Load Case' tagname='summary_of_base_plate_usages_by_load_case' ncols='13' nrows='2' units='0' titledetail=''>
  <summary_of_base_plate_usages_by_load_case rownum='0'>
    <load_case>NESC HEAVY</load_case>
    <pole_label>upright</pole_label>
    <bend_line>12</bend_line>
    <length units='in'>34.590</length>
    <vertical_load units='kips'>25.472</vertical_load>
    <x_moment units='ft-k'>2959.008</x_moment>
    <y_moment units='ft-k'>-78.747</y_moment>
    <bending_stress units='ksi'>44.671</bending_stress>
    <bolt_moment_sum units='ft-k'>162.297</bolt_moment_sum>
    <_bolts_acting_on_bend_line>3</_bolts_acting_on_bend_line>
    <max_bolt_load_for_bend_line units='kips'>190.465</max_bolt_load_for_bend_line>
    <minimum_plate_thickness units='in'>2.599</minimum_plate_thickness>
    <usage>89.34</usage>
  </summary_of_base_plate_usages_by_load_case>
  <summary_of_base_plate_usages_by_load_case rownum='1'>
    <load_case>EXTREME WIND</load_case>
    <pole_label>upright</pole_label>
    <bend_line>12</bend_line>
    <length units='in'>34.590</length>
    <vertical_load units='kips'>14.178</vertical_load>
    <x_moment units='ft-k'>1971.577</x_moment>
    <y_moment units='ft-k'>-165.505</y_moment>
    <bending_stress units='ksi'>29.721</bending_stress>
    <bolt_moment_sum units='ft-k'>107.982</bolt_moment_sum>
    <_bolts_acting_on_bend_line>3</_bolts_acting_on_bend_line>
    <max_bolt_load_for_bend_line units='kips'>126.731</max_bolt_load_for_bend_line>
    <minimum_plate_thickness units='in'>2.120</minimum_plate_thickness>
    <usage>59.44</usage>
  </summary_of_base_plate_usages_by_load_case>
</table>
<table plsname='Summary of Tubular Davit Usages by Load Case' tagname='summary_of_tubular_davit_usages_by_load_case' ncols='4' nrows='2' units='0' titledetail=''>
  <summary_of_tubular_davit_usages_by_load_case rownum='0'>
    <load_case>NESC HEAVY</load_case>
    <maximum_usage>31.51</maximum_usage>
    <tubular_davit_label>AR</tubular_davit_label>
    <segment_number>1</segment_number>
  </summary_of_tubular_davit_usages_by_load_case>
  <summary_of_tubular_davit_usages_by_load_case rownum='1'>
    <load_case>EXTREME WIND</load_case>
    <maximum_usage>19.39</maximum_usage>
    <tubular_davit_label>AR</tubular_davit_label>
    <segment_number>1</segment_number>
  </summary_of_tubular_davit_usages_by_load_case>
</table>
<table plsname='Summary of Insulator Usages' tagname='summary_of_insulator_usages' ncols='5' nrows='9' units='0' titledetail=''>
  <summary_of_insulator_usages rownum='0'>
    <insulator_label>static</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <maximum_usage>0.01</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <weight units='lbs'>0.0</weight>
  </summary_of_insulator_usages>
  <summary_of_insulator_usages rownum='1'>
    <insulator_label>1</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <maximum_usage>0.02</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <weight units='lbs'>0.0</weight>
  </summary_of_insulator_usages>
  <summary_of_insulator_usages rownum='2'>
    <insulator_label>2</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <maximum_usage>0.02</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <weight units='lbs'>0.0</weight>
  </summary_of_insulator_usages>
  <summary_of_insulator_usages rownum='3'>
    <insulator_label>3</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <maximum_usage>0.01</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <weight units='lbs'>0.0</weight>
  </summary_of_insulator_usages>
  <summary_of_insulator_usages rownum='4'>
    <insulator_label>4</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <maximum_usage>0.00</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <weight units='lbs'>0.0</weight>
  </summary_of_insulator_usages>
  <summary_of_insulator_usages rownum='5'>
    <insulator_label>5</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <maximum_usage>0.01</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <weight units='lbs'>0.0</weight>
  </summary_of_insulator_usages>
  <summary_of_insulator_usages rownum='6'>
    <insulator_label>6</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <maximum_usage>0.01</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <weight units='lbs'>0.0</weight>
  </summary_of_insulator_usages>
  <summary_of_insulator_usages rownum='7'>
    <insulator_label>7</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <maximum_usage>0.00</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <weight units='lbs'>0.0</weight>
  </summary_of_insulator_usages>
  <summary_of_insulator_usages rownum='8'>
    <insulator_label>8</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <maximum_usage>0.01</maximum_usage>
    <load_case>NESC HEAVY</load_case>
    <weight units='lbs'>0.0</weight>
  </summary_of_insulator_usages>
</table>
<table plsname='Pole Deflection Usages For All Load Cases' tagname='pole_deflection_usages_for_all_load_cases' ncols='10' nrows='2' units='0' titledetail=''>
  <pole_deflection_usages_for_all_load_cases rownum='0'>
    <pole_label>upright</pole_label>
    <load_case>NESC HEAVY</load_case>
    <deflection_check>% Pole Height</deflection_check>
    <deflection_limit>10.00</deflection_limit>
    <height units='ft'>80.00</height>
    <length units='ft'>80.00</length>
    <tip_diameter units='in'>18.50</tip_diameter>
    <allowable_deflection units='ft'>8.00</allowable_deflection>
    <actual_deflection units='ft'>5.00</actual_deflection>
    <usage>62.55</usage>
  </pole_deflection_usages_for_all_load_cases>
  <pole_deflection_usages_for_all_load_cases rownum='1'>
    <pole_label>upright</pole_label>
    <load_case>EXTREME WIND</load_case>
    <deflection_check>% Pole Height</deflection_check>
    <deflection_limit>10.00</deflection_limit>
    <height units='ft'>80.00</height>
    <length units='ft'>80.00</length>
    <tip_diameter units='in'>18.50</tip_diameter>
    <allowable_deflection units='ft'>8.00</allowable_deflection>
    <actual_deflection units='ft'>3.28</actual_deflection>
    <usage>41.05</usage>
  </pole_deflection_usages_for_all_load_cases>
</table>
<table plsname='Loads At Insulator Attachments For All Load Cases' tagname='loads_at_insulator_attachments_for_all_load_cases' ncols='8' nrows='18' units='0' titledetail=''>
  <loads_at_insulator_attachments_for_all_load_cases rownum='0'>
    <load_case>NESC HEAVY</load_case>
    <insulator_label>static</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>upright:t</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>4.250</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.270</structure_attach_load_z>
    <structure_attach_load_res units='kips'>4.258</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='1'>
    <load_case>NESC HEAVY</load_case>
    <insulator_label>1</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>AL:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>8.566</structure_attach_load_y>
    <structure_attach_load_z units='kips'>1.640</structure_attach_load_z>
    <structure_attach_load_res units='kips'>8.721</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='2'>
    <load_case>NESC HEAVY</load_case>
    <insulator_label>2</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>AR:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>8.566</structure_attach_load_y>
    <structure_attach_load_z units='kips'>1.640</structure_attach_load_z>
    <structure_attach_load_res units='kips'>8.721</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='3'>
    <load_case>NESC HEAVY</load_case>
    <insulator_label>3</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>BL:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>4.477</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.610</structure_attach_load_z>
    <structure_attach_load_res units='kips'>4.518</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='4'>
    <load_case>NESC HEAVY</load_case>
    <insulator_label>4</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>BR:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>0.000</structure_attach_load_y>
    <structure_attach_load_z units='kips'>-0.000</structure_attach_load_z>
    <structure_attach_load_res units='kips'>0.000</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='5'>
    <load_case>NESC HEAVY</load_case>
    <insulator_label>5</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>CL:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>4.548</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.660</structure_attach_load_z>
    <structure_attach_load_res units='kips'>4.596</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='6'>
    <load_case>NESC HEAVY</load_case>
    <insulator_label>6</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>CR:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>4.515</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.644</structure_attach_load_z>
    <structure_attach_load_res units='kips'>4.560</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='7'>
    <load_case>NESC HEAVY</load_case>
    <insulator_label>7</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>DL:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>0.787</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.362</structure_attach_load_z>
    <structure_attach_load_res units='kips'>0.867</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='8'>
    <load_case>NESC HEAVY</load_case>
    <insulator_label>8</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>DR:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>2.461</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.529</structure_attach_load_z>
    <structure_attach_load_res units='kips'>2.517</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='9'>
    <load_case>EXTREME WIND</load_case>
    <insulator_label>static</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>upright:t</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>2.457</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.060</structure_attach_load_z>
    <structure_attach_load_res units='kips'>2.457</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='10'>
    <load_case>EXTREME WIND</load_case>
    <insulator_label>1</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>AL:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>5.902</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.702</structure_attach_load_z>
    <structure_attach_load_res units='kips'>5.943</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='11'>
    <load_case>EXTREME WIND</load_case>
    <insulator_label>2</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>AR:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>5.902</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.702</structure_attach_load_z>
    <structure_attach_load_res units='kips'>5.943</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='12'>
    <load_case>EXTREME WIND</load_case>
    <insulator_label>3</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>BL:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>2.639</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.220</structure_attach_load_z>
    <structure_attach_load_res units='kips'>2.648</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='13'>
    <load_case>EXTREME WIND</load_case>
    <insulator_label>4</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>BR:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>0.000</structure_attach_load_y>
    <structure_attach_load_z units='kips'>-0.000</structure_attach_load_z>
    <structure_attach_load_res units='kips'>0.000</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='14'>
    <load_case>EXTREME WIND</load_case>
    <insulator_label>5</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>CL:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>2.712</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.235</structure_attach_load_z>
    <structure_attach_load_res units='kips'>2.722</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='15'>
    <load_case>EXTREME WIND</load_case>
    <insulator_label>6</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>CR:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>2.677</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.233</structure_attach_load_z>
    <structure_attach_load_res units='kips'>2.687</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='16'>
    <load_case>EXTREME WIND</load_case>
    <insulator_label>7</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>DL:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>0.416</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.046</structure_attach_load_z>
    <structure_attach_load_res units='kips'>0.418</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
  <loads_at_insulator_attachments_for_all_load_cases rownum='17'>
    <load_case>EXTREME WIND</load_case>
    <insulator_label>8</insulator_label>
    <insulator_type>Clamp</insulator_type>
    <structure_attach_label>DR:T</structure_attach_label>
    <structure_attach_load_x units='kips'>0.000</structure_attach_load_x>
    <structure_attach_load_y units='kips'>1.537</structure_attach_load_y>
    <structure_attach_load_z units='kips'>0.109</structure_attach_load_z>
    <structure_attach_load_res units='kips'>1.541</structure_attach_load_res>
  </loads_at_insulator_attachments_for_all_load_cases>
</table>
<table plsname='Overturning Moments For User Input Concentrated Loads' tagname='overturning_moments_for_user_input_concentrated_loads' ncols='6' nrows='2' units='0' titledetail=''>
  <overturning_moments_for_user_input_concentrated_loads rownum='0'>
    <load_case>NESC HEAVY</load_case>
    <total_tran_load units='kips'>38.169</total_tran_load>
    <total_long_load units='kips'>0.000</total_long_load>
    <total_vert_load units='kips'>6.354</total_vert_load>
    <transverse_overturning_moment units='ft-k'>2842.760</transverse_overturning_moment>
    <longitudinal_overturning_moment units='ft-k'>-0.000</longitudinal_overturning_moment>
  </overturning_moments_for_user_input_concentrated_loads>
  <overturning_moments_for_user_input_concentrated_loads rownum='1'>
    <load_case>EXTREME WIND</load_case>
    <total_tran_load units='kips'>24.240</total_tran_load>
    <total_long_load units='kips'>0.000</total_long_load>
    <total_vert_load units='kips'>2.308</total_vert_load>
    <transverse_overturning_moment units='ft-k'>1810.545</transverse_overturning_moment>
    <longitudinal_overturning_moment units='ft-k'>-0.000</longitudinal_overturning_moment>
  </overturning_moments_for_user_input_concentrated_loads>
</table>
</root>
