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2. For the beam shown in the figure carries a superimposed uniform deadload of 30 kN/m, uniform live load of 50 kN/m, concentrated deadload of 50 kN and concentrated deadload of 80 kN. Use f'c = 28 MPa, fyt = 275MPa and Yeone = 24 kN/m³. Use detailed formula. bw=375 mm, h = 630 mm and Use 12 mm for stirrups a) Compute for the shear strength of concrete b) Compute for the required spacing of stirrups at critical section c) Compute for the shear strength of the concrete if there is a tension of 120 kN d) Compute the required spacing of stirrups at critical section e) Compute for the shear strength of the concrete if there is a compression of 100 kN f) Compute the required spacing of stirrups at critical section 1.5 m 3.5 m 3-32 mm 570 mm

2. For the beam shown in the figure carries a superimposed uniform deadload of 30 kN/m, uniform live load of 50 kN/m, concentrated deadload of 50 kN and concentrated deadload of 80 kN. Use f'c = 28 MPa, fyt = 275MPa and Yeone = 24 kN/m³. Use detailed formula. bw=375 mm, h = 630 mm and Use 12 mm for stirrups a) Compute for the shear strength of concrete b) Compute for the required spacing of stirrups at critical section c) Compute for the shear strength of the concrete if there is a tension of 120 kN d) Compute the required spacing of stirrups at critical section e) Compute for the shear strength of the concrete if there is a compression of 100 kN f) Compute the required spacing of stirrups at critical section 1.5 m 3.5 m 3-32 mm 570 mm

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 the problem attached image below. Use NSCP 2015 and Use Detailed Calculation to solve this problem, thank you very much
2. For the beam shown in the figure carries a superimposed uniform deadload of 30 kN/m, uniform live load of 50 kN/m, concentrated deadload of 50 kN and concentrated deadload of 80 kN. Use f'c = 28 MPa, fyt = 275MPa and Ycone = 24 kN/m³. Use detailed formula. bw = 375 mm, h = 630 mm and Use 12 mm for stirrups a) Compute for the shear strength of concrete b) Compute for the required spacing of stirrups at critical section c) Compute for the shear strength of the concrete if there is a tension of 120 kN d) Compute the required spacing of stirrups at critical section e) Compute for the shear strength of the concrete if there is a compression of 100 kN f) Compute the required spacing of stirrups at critical section 1.5 m 3.5 m 3-32 mm 570 mm
Transcribed Image Text:2. For the beam shown in the figure carries a superimposed uniform deadload of 30 kN/m, uniform live load of 50 kN/m, concentrated deadload of 50 kN and concentrated deadload of 80 kN. Use f'c = 28 MPa, fyt = 275MPa and Ycone = 24 kN/m³. Use detailed formula. bw = 375 mm, h = 630 mm and Use 12 mm for stirrups a) Compute for the shear strength of concrete b) Compute for the required spacing of stirrups at critical section c) Compute for the shear strength of the concrete if there is a tension of 120 kN d) Compute the required spacing of stirrups at critical section e) Compute for the shear strength of the concrete if there is a compression of 100 kN f) Compute the required spacing of stirrups at critical section 1.5 m 3.5 m 3-32 mm 570 mm
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