by using the figure value, pls help me find the ratio of the modified column to the original column based on critical buckling load capacity. use theory if buckling by euler's formula A W14X120 is used as a tension member in atruss. The flanges of the member are connected to agusset plate by % inch boltas shown below. Use A36 steel with Fy-36 ksi and Fu-58 ksiProperties and DimensionAg=35.30 in^2DX= 6.24 inry = 3.74 ind=14.5 intf=0.94 inbf=14.7 intw=0.59 inkt15k1.540 94d145tw 0 59bra14 7 Given that all main factors remain unchanged, using the Theory of Buckling by Euler's Formula. Whatis the ratio (in decimal) of the Modified Column to the Original Column based on the critical bucklingload capacity?If a RECTANGULAR STEEL COLUMN is used and assuming that due to architectural requirement, thearchitect request to makes the column width to half and the column depth remains unchanged?

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Given that all main factors remain unchanged, using the Theory of Buckling by Euler's Formula. What is the ratio (in decimal) of the Modified 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 the column width to half and the column depth remains unchanged?

Given that all main factors remain unchanged, using the Theory of Buckling by Euler's Formula. What is the ratio (in decimal) of the Modified 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 the column width to half and the column depth remains unchanged?

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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