In a reinforced rectangular concrete beampaving b = 230 mm, d = 400 mm ffckMPa, fy = 250 MPa,T = 0.48 MPa,stirrups S₁ = 115 mm, Ağv = 110 mm² .VA 120 KNThe maximum shear force that can act atthe section would be ?B160 kN= 20C 180 KNspacing ofD 200 Kn

Given- Width of beam b=230 mm, Depth d=400 mm, fck=20 MPa, fy=250 MPa, τc=0.48 MPa,Spacing-Sv=115…

In a reinforced rectangular concrete beam paving b = 230 mm, d = 400 mm fck = 20 MPa, f₁, = 250 MPa, fy spacing of T = 0.48 MPa, 2 stirrups S₁ = 115 mm, Agv = 110 mm². SV The maximum shear force that can act at the section would be ? A 120 KN B 160 KN C 180 KN D 200 Kn

In a reinforced rectangular concrete beam paving b = 230 mm, d = 400 mm fck = 20 MPa, f₁, = 250 MPa, fy spacing of T = 0.48 MPa, 2 stirrups S₁ = 115 mm, Agv = 110 mm². SV The maximum shear force that can act at the section would be ? A 120 KN B 160 KN C 180 KN D 200 Kn

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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