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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

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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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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