Free Web Tool · AISC 360 §J10

Web Yielding & Crippling

Concentrated-force checks at I-shape webs — local web yielding (J10.2), web crippling (J10.3), and web compression buckling (J10.5).

Input

Results

Web yielding Rn
Web crippling Rn
Compression buckling Rn (interior pair)
Min ϕ Rn
DCR = Pu / ϕ Rn
Method

AISC 360 §J10.2 (yielding): interior Rn = (5k + lb)·Fy·tw; end Rn = (2.5k + lb)·Fy·tw. ϕ=1.0. §J10.3 (crippling): interior Rn = 0.80 tw² [1 + 3(lb/d)(tw/tf)^1.5]·√(E·Fy·tf/tw). End Rn modified per code. ϕ=0.75. §J10.5 (compression buckling, pair of forces): Rn = 24·tw³·√(E·Fy)/h. ϕ=0.90.