AISCAISC 360-22
Formulas

Formulas: Web Local Buckling

PDF page 131 · AISC 360-22

Formula 1

Mn=Mp(MpFyS)(λλpwλrwλpw)MpM_{n}=M_{p}-\left(M_{p}-F_{y} S\right)\left(\frac{\lambda-\lambda_{p w}}{\lambda_{r w}-\lambda_{p w}}\right) \leq M_{p}

Formula 2

λpw=λp\lambda_{p w}=\lambda_{p}, the limiting width-to-thickness ratio for a compact web as defined in Table B4.1b

λpw=λp\lambda_{p w}=\lambda_{p}

Formula 3

λnw=λr\lambda_{n w}=\lambda_{r}, the limiting width-to-thickness ratio for a noncompact web as defined in Table B4.1b

λnw=λr\lambda_{n w}=\lambda_{r}

Equation F7-7

Mn=RpgFySM_{n}=R_{p g} F_{y} S

where

RpgR_{p g} is defined by Equation F5-6 with aw=2htw/(btf))a_{w}=2 h t_{w} /\left(\left.b t_{f}\right)\right)

Formula 5

RpgR_{p g} is defined by Equation F5-6 with aw=2htw/(btf))a_{w}=2 h t_{w} /\left(\left.b t_{f}\right)\right)

aw=2htw/(btf))a_{w}=2 h t_{w} /\left(\left.b t_{f}\right)\right)

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