A rectangular tied braced column is reinforced with 6-28mm bars as shown in the figure below. Check the adequacy of the column for the following gravity loads; Service dead load = 1050kN } At eccentricity of 40mm Service live load = 850 kN Service dead load moment = 39 kN-m Service live load moment = 27 kN-m Ptop = Ybott. 1.0 = 5.0m f = 27.6 N/mm², fy = 414 N/mm? P

A rectangular tied braced column is reinforced with 6-28mm bars as shown in the figure below. Check the adequacy of the column for the following gravity loads; Service dead load = 1050kN } At eccentricity of 40mm Service live load = 850 kN Service dead load moment = 39 kN-m Service live load moment = 27 kN-m Ptop = Ybott. 1.0 = 5.0m f = 27.6 N/mm², fy = 414 N/mm? P

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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