← Shear Reinforcements In a reinforced rectangular concrete beam paving b = 230 mm, d = 400 mm fck = 20 spacing of MPa, fy = 250 MPa, T = 0.48 MPa, stirrups S₁ = 115 mm, A = 110 mm². SV The maximum shear force that can act at the section would be ?
← Shear Reinforcements In a reinforced rectangular concrete beam paving b = 230 mm, d = 400 mm fck = 20 spacing of MPa, fy = 250 MPa, T = 0.48 MPa, stirrups S₁ = 115 mm, A = 110 mm². SV The maximum shear force that can act at the section would be ?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design for Shear,
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