AISI S100-16, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS

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Design involves achieving a desired member or connection behavior. AISI S100, North American Specification for the Design of Cold-Formed Steel Structural Members provides a means of estimating such behavior. Dr. Roger LaBoube., P.E., and Dr. Reinhold Schuster, Eng. have updated AISI S100 lecture series to reflect the current code adopted by AISI S100-16 w/S2.

Why this Course?

• Because cold-formed steel is typically not taught in universities.
• The use of cold-formed steel has increased exponentially over the years.
• To learn basic knowledge of cold-formed steel behavior and design.

S100 addresses the various limit states as they vary for cold-formed steel members and connections:

• Tension member yielding.
• Flexural column buckling.
• Flexural-torsional column buckling.
• Yield/Lateral-torsional beam buckling.
• Shear buckling of web plates.
• Connection or connector failure.

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