Design the number of 36 mm diameter bars to support the maximum positive moment of Mu=1600 kN.m. Use f'c=28MPa, fy=345MPa, h=800mm, bf=1000mm, bw=400mm, flange thickness=100mm, stirrups=10mm, and cc=40mm. Calculate the effective depth of the final section in mm.0 Calculate the depth of the compression block of the final section in mm.0 Calculate the depth of the neutral axis of the final section in mm.0
Design the number of 36 mm diameter bars to support the maximum positive moment of Mu=1600 kN.m. Use f'c=28MPa, fy=345MPa, h=800mm, bf=1000mm, bw=400mm, flange thickness=100mm, stirrups=10mm, and cc=40mm. Calculate the effective depth of the final section in mm.0 Calculate the depth of the compression block of the final section in mm.0 Calculate the depth of the neutral axis of the final section in mm.0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve the problem completely and neatly. Use 3 decimal places in all your computations except for strain and rho(5 decimal places).
Design the number of 36 mm diameter bars to support the maximum positive moment of Mu=1600 kN.m. Use f'c=28MPa, fy=345MPa, h=800mm, bf=1000mm, bw=400mm, flange thickness=100mm, stirrups=10mm, and cc=40mm.
Calculate the effective depth of the final section in mm.0
Calculate the depth of the compression block of the final section in mm.0
Calculate the depth of the neutral axis of the final section in mm.0
Calculate the ultimate moment capacity of the final section in kN.m.0
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