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Design a 6m tall column to support an unfactored dead load of 410kN and unfactored live load of 340kN. F'c= 28MPa Fy=420MPa Assume that the column braced and K-1.0. The bending moment diagram for the column is shown in Figure 11.9. MD=31kN.m ML=26kN.m MD=21kN.m ML= 17kN.m

Design a 6m tall column to support an unfactored dead load of 410kN and unfactored live load of 340kN. F'c= 28MPa Fy=420MPa Assume that the column braced and K-1.0. The bending moment diagram for the column is shown in Figure 11.9. MD=31kN.m ML=26kN.m MD=21kN.m ML= 17kN.m

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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Design a 6m tall column to support an unfactored dead load of 410kN and unfactored live load of 340kN. F'c= 28MPa Fy=420MPa Assume that the column braced and K-1.0. The bending moment diagram for the column is shown in Figure 11.9. MD=31kN.m ML=26kN.m MD=21kN.m ML= 17kN.m
Transcribed Image Text:Design a 6m tall column to support an unfactored dead load of 410kN and unfactored live load of 340kN. F'c= 28MPa Fy=420MPa Assume that the column braced and K-1.0. The bending moment diagram for the column is shown in Figure 11.9. MD=31kN.m ML=26kN.m MD=21kN.m ML= 17kN.m
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