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Bolted connections in cold-formed steel studs

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ARKeng

ARKeng

Structural
Joined
Oct 8, 2004
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51
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I'm trying to check attachment of a steel stud to a masonry wall for uplift resistance at the end of a steel sheet shearwall.

Can anyone point me in the direction of how to find values for bolts (1/2" diameter) in shear through cold-formed steel?
 
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If you're in North America, use the 2001 NASPEC and the 2004 supplement if referenced by the building code you follow.
 
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