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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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Latest News

  • NEW TECH NOTE: Design Methodology for Hole Reinforcement of Cold-Formed Steel Compression Members
  • NEW AISI DESIGN GUIDE: Thermal Design and Code Compliance Guide for C-Shape Cold-Formed Steel Framing in Building Envelopes
  • NEW TECH NOTE: Design of Cold-Formed Steel Sheet and Wood Structural Panel Sheathed Shear Walls for Wind and Seismic Forces

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Mon May 20, 20242024 CFSEI Expo, Tucson, Arizona
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Announcements

Press Release! • October 5, 2023
CFSEI to Host "Built-Up Member Design Considerations" Webinar on October 19, 2023

Press Release! • September 27, 2023
AISI Publishes "Thermal Design and Code Comliance Guide for C-Shape Cold-Formed Steel Framing in Building Envelopes"

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  • HOME
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  • FAQ
    • FAQ OF THE MONTH
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