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: If the entire area of the flange is in compression, calculate the moment strength provided by the flange in kN.m.0 Calculate the depth of compression block necessary to balance the given ultimate moment in kN.m.0 Calculate the area of steel reinforcement necessary to support the ultimate moment in mm2.0 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
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:
If the entire area of the flange is in compression, calculate the moment strength provided by the flange in kN.m.0
Calculate the depth of compression block necessary to balance the given ultimate moment in kN.m.0
Calculate the area of steel reinforcement necessary to support the ultimate moment in mm2.0
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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