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A rectangular 230 mm × 350 mm beam is (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
Correct answer is option 'C'. Can you explain this answer?
Verified Answer
A rectangular 230 mm × 350 mm beam is (effective depth). The fac...
Shear force resisted by concrete section only
(Fc)
= 230 × 350 × 0.25 × 10–3
= 20.125 kN
Design shear force (that will be resisted by shear stirrups)
Fd = factored shear force – Fc
Fd = 80 - 20.125
Fd = 59 - 875 kN
Fd = 60 kN
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A rectangular 230 mm × 350 mm beam is (effective depth). The fac...
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