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Situation 23: Given beam data and use 2010 NSCP: bw = 300mm           d = 600mm fc’ =  21 MPa (λ=0)   Stirrups = 2-legs 10mm dia.        ϕ=0.75 The required spacing of the stirrups if Vu=52kN. The required spacing of the stirrups if Vu=105kN. The required spacing of the stirrups if Vu=275kN. The required spacing of the stirrups if Vu=535kN

Situation 23: Given beam data and use 2010 NSCP: bw = 300mm           d = 600mm fc’ =  21 MPa (λ=0)   Stirrups = 2-legs 10mm dia.        ϕ=0.75 The required spacing of the stirrups if Vu=52kN. The required spacing of the stirrups if Vu=105kN. The required spacing of the stirrups if Vu=275kN. The required spacing of the stirrups if Vu=535kN

Structural Analysis
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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Situation 23: Given beam data and use 2010 NSCP:

bw = 300mm           d = 600mm

fc’ =  21 MPa (λ=0)  

Stirrups = 2-legs 10mm dia.        ϕ=0.75

  1. The required spacing of the stirrups if Vu=52kN.
  2. The required spacing of the stirrups if Vu=105kN.
  3. The required spacing of the stirrups if Vu=275kN.
  4. The required spacing of the stirrups if Vu=535kN.
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