Header Selector
Choose Stud Designation
250S137-33 33 KSI
250S137-43 33 KSI
250S137-54 50 KSI
250S137-68 50 KSI
250S162-33 33 KSI
250S162-43 33 KSI
250S162-54 50 KSI
250S162-68 50 KSI
350S162-33 33 KSI
350S162-43 33 KSI
350S162-54 50 KSI
350S162-68 50 KSI
362S137-33 33 KSI
362S137-43 33 KSI
362S137-54 50 KSI
362S137-68 50 KSI
362S162-33 33 KSI
362S162-43 33 KSI
362S162-54 50 KSI
362S162-68 50 KSI
362S200-33 33 KSI
362S200-43 33 KSI
362S200-54 50 KSI
362S200-68 50 KSI
400S137-33 33 KSI
400S137-43 33 KSI
400S137-54 50 KSI
400S137-68 50 KSI
400S162-33 33 KSI
400S162-43 33 KSI
400S162-54 50 KSI
400S162-68 50 KSI
400S200-33 33 KSI
400S200-43 33 KSI
400S200-54 50 KSI
400S200-68 50 KSI
550S162-33 33 KSI
550S162-43 33 KSI
550S162-54 50 KSI
550S162-68 50 KSI
600S162-33 33 KSI
600S162-43 33 KSI
600S162-54 50 KSI
600S162-68 50 KSI
600S162-97 50 KSI
600S200-33 33 KSI
600S200-43 33 KSI
600S200-54 50 KSI
600S200-68 50 KSI
600S200-97 50 KSI
600S250-43 33 KSI
600S250-54 50 KSI
600S250-68 50 KSI
600S250-97 50 KSI
800S162-33 33 KSI
800S162-43 33 KSI
800S162-54 50 KSI
800S162-68 50 KSI
800S162-97 50 KSI
800S200-33 33 KSI
800S200-43 33 KSI
800S200-54 50 KSI
800S200-68 50 KSI
800S200-97 50 KSI
800S250-43 33 KSI
800S250-54 50 KSI
800S250-68 50 KSI
800S250-97 50 KSI
1000S162-43 33 KSI
1000S162-54 50 KSI
1000S162-68 50 KSI
1000S162-97 50 KSI
1000S200-43 33 KSI
1000S200-54 50 KSI
1000S200-68 50 KSI
1000S200-97 50 KSI
1000S250-43 33 KSI
1000S250-54 50 KSI
1000S250-68 50 KSI
1000S250-97 50 KSI
1200S162-54 50 KSI
1200S162-68 50 KSI
1200S162-97 50 KSI
1200S200-54 50 KSI
1200S200-68 50 KSI
1200S200-97 50 KSI
1200S250-54 50 KSI
1200S250-68 50 KSI
1200S250-97 50 KSI
(Nomenclature as per SSMA standard. SSMA is Steel Stud Manufacturer's Association.)
Use three studs in header?
(A check will be made to see if 3 studs will actually fit.)
Choose Track Designation
250T125-33 33 KSI
250T125-43 33 KSI
250T125-54 50 KSI
250T125-68 50 KSI
250T150-33 33 KSI
250T150-43 33 KSI
250T150-54 50 KSI
250T150-68 50 KSI
250T200-33 33 KSI
250T200-43 33 KSI
250T200-54 50 KSI
250T200-68 50 KSI
350T125-33 33 KSI
350T125-43 33 KSI
350T125-54 50 KSI
350T125-68 50 KSI
350T150-33 33 KSI
350T150-43 33 KSI
350T150-54 50 KSI
350T150-68 50 KSI
350T200-33 33 KSI
350T200-43 33 KSI
350T200-54 50 KSI
350T200-68 50 KSI
362T125-33 33 KSI
362T125-43 33 KSI
362T125-54 50 KSI
362T125-68 50 KSI
362T150-33 33 KSI
362T150-43 33 KSI
362T150-54 50 KSI
362T150-68 50 KSI
362T200-33 33 KSI
362T200-43 33 KSI
362T200-54 50 KSI
362T200-68 50 KSI
400T125-33 33 KSI
400T125-43 33 KSI
400T125-54 50 KSI
400T125-68 50 KSI
400T150-33 33 KSI
400T150-43 33 KSI
400T150-54 50 KSI
400T150-68 50 KSI
400T200-33 33 KSI
400T200-43 33 KSI
400T200-54 50 KSI
400T200-68 50 KSI
550T125-33 33 KSI
550T125-43 33 KSI
550T125-54 50 KSI
550T125-68 50 KSI
550T150-33 33 KSI
550T150-43 33 KSI
550T150-54 50 KSI
550T150-68 50 KSI
550T200-33 33 KSI
550T200-43 33 KSI
550T200-54 50 KSI
550T200-68 50 KSI
600T125-33 33 KSI
600T125-43 33 KSI
600T125-54 50 KSI
600T125-68 50 KSI
600T125-97 50 KSI
600T150-33 33 KSI
600T150-43 33 KSI
600T150-54 50 KSI
600T150-68 50 KSI
600T150-97 50 KSI
600T200-33 33 KSI
600T200-43 33 KSI
600T200-54 50 KSI
600T200-68 50 KSI
600T200-97 50 KSI
800T125-33 33 KSI
800T125-43 33 KSI
800T125-54 50 KSI
800T125-68 50 KSI
800T125-97 50 KSI
800T150-33 33 KSI
800T150-43 33 KSI
800T150-54 50 KSI
800T150-68 50 KSI
800T150-97 50 KSI
800T200-33 33 KSI
800T200-43 33 KSI
800T200-54 50 KSI
800T200-68 50 KSI
800T200-97 50 KSI
1000T125-43 33 KSI
1000T125-54 50 KSI
1000T125-68 50 KSI
1000T125-97 50 KSI
1000T150-43 33 KSI
1000T150-54 50 KSI
1000T150-68 50 KSI
1000T150-97 50 KSI
1000T150-43 33 KSI
1000T150-54 50 KSI
1000T150-68 50 KSI
1000T150-97 50 KSI
1200T125-54 50 KSI
1200T125-68 50 KSI
1200T125-97 50 KSI
1200T150-54 50 KSI
1200T150-68 50 KSI
1200T150-97 50 KSI
1200T200-54 50 KSI
1200T200-68 50 KSI
1200T200-97 50 KSI
(Nomenclature as per SSMA standard. SSMA is Steel Stud Manufacturer's Association.)
Choose Header Length
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Feet
0
1
2
3
4
5
6
7
8
9
10
11
Inches
Choose Deflection Criteria
L/120
L/240
L/360
L/600
L/720
(L/240 is recommended for EIFS or metal facade. L/600 for brick facade. L/720 for stone facade.)
Use 70% of Components and Cladding Load to calculate lateral deflections?
(I.e., use 70% of Distributed Lateral Load as input below.)
Consider Distortional Buckling?
(Note: if this box is checked, distortional buckling will be calculated and may possibly control Allowable Bending Moment.)
Specify Vertical Loads as Joist Loads?
(Note: if this box is checked, the value (below) for Distributed Vertical Load will be ignored. If un-checked, Joist input will be ignored.)
Joist Vertical Load
(lbf)
(Note: please take care to enter a valid positive number in this field. Mal-formed input will be treated as if a Zero was entered.)
Joist Spacing
8
12
16
24
36
48
60
72
(in)
Distributed Vertical Load
(lbf/in)
(Note: please take care to enter a valid positive number in this field. Mal-formed input will be treated as if a Zero was entered.)
Distributed Lateral Load
(lbf/in)
(Note: please take care to enter a valid positive number in this field. Mal-formed input will be treated as if a Zero was entered.)
(Results will be displayed on the next web page titled "Header Selector - Calculated Results".)
Important Note: This analysis tool is intended to serve as a general guide to architects and contractors for estimating header configurations. This tool must NOT be used for construction, final design and/or selection of headers without an independant evaluation by a qualified cold-formed steel design engineer. There are other factors, other than those listed above, which may impact upon the design/selection process of headers, which are NOT addressed by this tool. K2 Engineering, Inc. and it's employees and associates, specifically disclaim any responsibility and/or liability for failure, or any other sort of consequential damages, resulting from the misuse or mis-application of this tool and its results. K2 Engineering, Inc. makes no warranties, expressed or implied, regarding this tool. The User of this tool proceeds at his/her own risk.
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