AISCAISC 360-22
Formulas

Formulas: Shear Strength of Webs

PDF page 143 · AISC 360-22

Formula 1

Vn=0.6FyAwCv1V_{n}=0.6 F_{y} A_{w} C_{v 1}

Formula 2

(a) For webs of rolled I-shaped members with h/tw≤2.24E/Fyh / t_{w} \leq 2.24 \sqrt{E / F_{y}}

h/tw≤2.24E/Fyh / t_{w} \leq 2.24 \sqrt{E / F_{y}}

Formula 3

(ii) When h/tw>1.10kvE/Fyh/t_{w}>1.10\sqrt{k_{v}E/F_{y}}

h/tw>1.10kvE/Fyh/t_{w}>1.10\sqrt{k_{v}E/F_{y}}

Formula 4

Cv1=1.10kvE/Fyh/twC_{v1}=\frac{1.10\sqrt{k_{v}E/F_{y}}}{h/t_{w}}

Formula 5

=5.34=5.34 when a/h >3.0a/h\ >3.0

a/h >3.0a/h\ >3.0

Found in

Formulas: Cover Plates

Previous Page

Formulas: Shear Strength of Interior Web Panels with $a / h \leq 3$ Considering Tension Field Action

Next Page

On this page

Formula 1Formula 2Formula 3Formula 4Formula 5Found in