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Q5: (a) Assuming the concrete is uncracked, compüte th extreme fibers of the beam of Figure for a bending moment of 35 kN.m. The normal weight concrete has an f'.= 27.6 MPa. (b) Determine the cracking moment of the section. 375mm 450mm 3 a bars (A, = 1935 mm 75mm 300mm

Q5: (a) Assuming the concrete is uncracked, compüte th extreme fibers of the beam of Figure for a bending moment of 35 kN.m. The normal weight concrete has an f'.= 27.6 MPa. (b) Determine the cracking moment of the section. 375mm 450mm 3 a bars (A, = 1935 mm 75mm 300mm

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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Q5: (a) Assuming the concrete is uncracked, compute the bending stresses in the extreme fibers of the beam of Figure for a bending moment of 35 kN.m. The normal weight concrete has an f'. = 27.6 MPa. (b) Determine the cracking moment of the section. 375mm 450mm 3 9 bars (A, = 1935 mm 75mm 300mm
Transcribed Image Text:Q5: (a) Assuming the concrete is uncracked, compute the bending stresses in the extreme fibers of the beam of Figure for a bending moment of 35 kN.m. The normal weight concrete has an f'. = 27.6 MPa. (b) Determine the cracking moment of the section. 375mm 450mm 3 9 bars (A, = 1935 mm 75mm 300mm
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