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A beam with four 32 mm bars as main tension steel has two of its bars symmetrically bent at the ends of the beam at 45∘. The design shear force (in kN) to be resisted by the stirrups, if the factored shear force at critical section is 420 kN, is Assumeb=350mm,d=550,fck=25 andfy=415N/mm2,τcmax=3.1N/mm2,τc=0.6N/mm2152.075 |
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Answer» A beam with four 32 mm bars as main tension steel has two of its bars symmetrically bent at the ends of the beam at 45∘. The design shear force (in kN) to be resisted by the stirrups, if the factored shear force at critical section is 420 kN, is Assume b=350mm,d=550,fck=25 andfy=415N/mm2,τcmax=3.1N/mm2,τc=0.6N/mm2
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