Cold-Formed Steel Design (AISI S100-16)

Design CFS members — studs, joists, tracks — per AISI S100-16 with effective width method, flexure, compression, shear, and web crippling checks

AISI S100-16Effective WidthLTB + DistortionalWeb Crippling

Calculation results are decision-support tools. The design engineer must review and verify all results independently.

Input Mode

Section Designation

SSMA designation (e.g. 600S162-54 = 6" stud, 1.625" flange, 54 mil)

Steel Grade

Member Span (m)

Unbraced Length L_b (m)

Design Action

Load #1

Type

Value

Select a CFS section, set loads and bracing, then click Design to see AISI S100 results.