A 10 m high 150UC30 steel column is fixed at its base and restrained to move laterallyin the x direction at the top and at mid-height.Determine the allowable eccentric force P that can be applied without causing the columnto either buckle or yield. Adopt a safety factor of 2 against buckling and yielding.Hint: You may choose to use a computer program to help solve the arising iterativeequation. Alternatively, you may choose to not solve the equation at all and check thecriticality of a requirement by simple substitution. 5 m5 m100 mmd = 158 mmb= 153 mmb₁-tw2tf = 9.4 mmtw = 21.0 mmA = 3,860 mm²E = 200 GPatw₁b₁Cross section data for 150UC30d₁Ix = 17.6 x 106 mmrx = 67.5 mmIy = 5.62 × 106 mmry = 38.1 mmOy = 250 MPa

Given Data: A cross-section data for 150UC30 is given as:…

A 10 m high 150UC30 steel column is fixed at its base and restrained to move laterally in the x direction at the top and at mid-height. Determine the allowable eccentric force P that can be applied without causing the column to either buckle or yield. Adopt a safety factor of 2 against buckling and yielding.

A 10 m high 150UC30 steel column is fixed at its base and restrained to move laterally in the x direction at the top and at mid-height. Determine the allowable eccentric force P that can be applied without causing the column to either buckle or yield. Adopt a safety factor of 2 against buckling and yielding.

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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