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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa618a61d-2d06-41dc-9a95-cf22e6794149%2F02ef0cd7-65ad-4797-ae1c-6c0d1cd74ad6%2Fg6i01d_processed.jpeg&w=3840&q=75)
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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