1.

A rectangular beam is of size 230 mm × 350 mm (effective depth). The factored shear force acting at a section is 80 kN. If the permissible shear stress in concrete is 0.25 MPa, the design shear force is nearly

A. 100 kN
B. 80 kN
C. 60 kN
D. 20 kN
Answer» D. 20 kN


Discussion

No Comment Found