Recorded Answers to FAQs on Cold-Formed Steel

What is and when does AISI S220 applies?

How do I reinforce large web holes in cold-formed steel members?

Do you have a detail for_?

Strap bracing: Should the strap be attached to the intermediate studs?

Can I place an MEP opening in a sheet steel shear wall and if so, where can I place it?

What do I do if my bearing stiffener w/t exceeds the limit of AISI S100 Section C3.7.1?

Does membrane fire protection apply when an HSS Section is used as a boundary element?

What is and when does AISI S400 vs S240 apply?

What is an acceptable gap in the stud-to-track connection and how is that gap limitation accomplished?

Why does the minimum delivered thickness only have to be 95% of the design thickness?

How important is it to consider torsion for a cold-formed steel C-Section?

Are there floor vibration criteria in the AISI Standards?

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