Situation 2:Given that all main factors remain unchanged, using the Theory of Buckling by Euler's Formula. What is the ratio (in decimal) of theModified Column to the Original Column based on the critical buckling load capacity?If a RECTANGULAR STEEL COLUMN is used and assuming that due to architectural requirement, the architect request to makes thecolumn width to half and the column depth remains unchanged?Round your answer to 3 decimal places.

Assume End condition Hinged Both side Pcr = [ ( pi2 . E .I ) / (L2 ) ] Hence Effective length…

n that all main factors remain unchanged, using the Theory of Buckling by Euler's Formula. What is the ratio (in decimal) of the fied Column to the Original Column based on the critical buckling load capacity? ECTANGULAR STEEL COLUMN is used and assuming that due to architectural requirement, the architect request to makes the nn width to half and the column depth remains unchanged? d your answer to 3 decimal places.

n that all main factors remain unchanged, using the Theory of Buckling by Euler's Formula. What is the ratio (in decimal) of the fied Column to the Original Column based on the critical buckling load capacity? ECTANGULAR STEEL COLUMN is used and assuming that due to architectural requirement, the architect request to makes the nn width to half and the column depth remains unchanged? d your answer to 3 decimal places.

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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