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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 | |