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

Formula 1

G2.2 Shear Strength of Interior Web Panels with $a / h \leq 3$ Considering Tension Field Action

a / h \leq 3

Formula 2

(2008) show that the interaction between the shear and flexural resistances may be neglected by using a smaller tension field action shear strength for beams with $2 A_{w} /\left(\left.A_{f t}+A_{f c}\right\rangle\right)>2.5$ or $h / b_{f t}>6.0$ or $h / b_{f c}>6$ .

2 A_{w} /\left(\left.A_{f t}+A_{f c}\right\rangle\right)>2.5

Formula 3

h / b_{f t}>6.0

Formula 4

h / b_{f c}>6

Found in

I-SHAPED MEMBERS AND CHANNELS