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 Service live load = 850 kN Service dead load moment = Service live load moment = 27 kN-m top=bott. 1.0 = } At eccentricity of 40mm 39 kN-m lu = 5.0m f = 27.6 N/mm², fy = 414 N/mm² P 10+

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 Service live load = 850 kN Service dead load moment = Service live load moment = 27 kN-m top=bott. 1.0 = } At eccentricity of 40mm 39 kN-m lu = 5.0m f = 27.6 N/mm², fy = 414 N/mm² P 10+

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.7.3P

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