T-beam section is to be designed to support an ultimate moment of Mu=600kN.m with compression in the flange of the beam. Using bf=650mm, hf=100mm, h=600mm, bw=400mm, f'c=21MPa, fy=415MPa, diameter of the bar=32mm, stirrups diameter=10mm, and concrete cover=40mm, calculate the following: Calculate the depth of compression block of the final section in mm.0
T-beam section is to be designed to support an ultimate moment of Mu=600kN.m with compression in the flange of the beam. Using bf=650mm, hf=100mm, h=600mm, bw=400mm, f'c=21MPa, fy=415MPa, diameter of the bar=32mm, stirrups diameter=10mm, and concrete cover=40mm, calculate the following: Calculate the depth of compression block of the final section in mm.0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A T-beam section is to be designed to support an ultimate moment of Mu=600kN.m with compression in the flange of the beam. Using bf=650mm, hf=100mm, h=600mm, bw=400mm, f'c=21MPa, fy=415MPa, diameter of the bar=32mm, stirrups diameter=10mm, and concrete cover=40mm, calculate the following:
Calculate the depth of compression block of the final section in mm.0
Calculate the ultimate moment capacity of the final section in kN.m.0
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