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Situation 10: Given the following date for the beam shown in figure: bw=260 mm h=600 mm d=540 mm Ln = 7.5 m Factored loads Pu=160 kN fe 28 MPa (light weight concrete) fy=415 MPa fyt -275 MPa U stirrups diameter = 12 mm Wu-25 kN/m (including Wbeam)

Situation 10: Given the following date for the beam shown in figure: bw=260 mm h=600 mm d=540 mm Ln = 7.5 m Factored loads Pu=160 kN fe 28 MPa (light weight concrete) fy=415 MPa fyt -275 MPa U stirrups diameter = 12 mm Wu-25 kN/m (including Wbeam)

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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Please answer, Using Nscp 2015 Hint answer 145mm,205mm,270mm,140mm
Situation 10: Given the following date for the beam shown in figure: bw = 260 mm h = 600 mm d = 540 mm Ln = 7.5 m Factored loads Pu= 160 kN f'c 28 MPa (light weight concrete) fy=415 MPa fyt = 275 MPa U stirrups diameter = 12 mm Wu 25 kN/m (including Wbeam) W XXXXTTXTI Ln/3 Ln/3 Ln/3 35. Calculate the spacing of stirrups at critical section near the support 140 mm 135 mm 270 mm 145 mm 36. Calculate the spacing of stirrups at the third point of the beam 205 mm 270 mm 190 mm 135 mm 37. Calculate the spacing of stirrups at mid-span 205 mm 270 mm 190 mm 135 mm 38. Calculate the spacing of stirrups at critical section near the support if factored tension load of 150 kN is applied at the beam 140 mm 135 mm 270 mm 145 mm
Transcribed Image Text:Situation 10: Given the following date for the beam shown in figure: bw = 260 mm h = 600 mm d = 540 mm Ln = 7.5 m Factored loads Pu= 160 kN f'c 28 MPa (light weight concrete) fy=415 MPa fyt = 275 MPa U stirrups diameter = 12 mm Wu 25 kN/m (including Wbeam) W XXXXTTXTI Ln/3 Ln/3 Ln/3 35. Calculate the spacing of stirrups at critical section near the support 140 mm 135 mm 270 mm 145 mm 36. Calculate the spacing of stirrups at the third point of the beam 205 mm 270 mm 190 mm 135 mm 37. Calculate the spacing of stirrups at mid-span 205 mm 270 mm 190 mm 135 mm 38. Calculate the spacing of stirrups at critical section near the support if factored tension load of 150 kN is applied at the beam 140 mm 135 mm 270 mm 145 mm
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