Question

Problem 2) For each section shown:

a) Compute V_c from the concrete properties, and calculate the V_s provided by the stirrup information (V_s = A_vF_yd/s).

b) Compute the design shear capacity $\phi V^{_{n}}$ = $\phi(V_{c}+V_{s})$ .

c) Check to see if the given sapcing s is acceptable based on ACI limits of S_max

4) Check to see if the section is usable$\left (V^{_{s}}\leq 8\sqrt{F_{c}^{'}}*b_{w}*d \right )$

Answer 1

ל Eftntur depth CeCree 39947-3316 U

SmAty Sobu nthL

3 Tb 63 o38b

나 50 X 12 2