The critical load for a column of length I hinged at both ends and having flexural rigidity El, is given by-A-<img src= /_files/images/civil engineering/steel structure design/95 14 49 1.png >B-C-D-none of these-A-<img src= /_files/images/civil engineering/steel structure design/95 14 49 1.png >

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The critical load for a column of length I hinged at both ends and having flexural rigidity El, is given by-A-&lt;img src= /_files/images/civil engineering/steel structure design/95 14 49 1.png &gt;B-C-D-none of these-A-&lt;img src= /_files/images/civil engineering/steel structure design/95 14 49 1.png &gt;

APTITUDE CRACK · Accepted Answer

The correct option is  A &lt;img src= /_files/images/civil engineering/steel structure design/95 14 49 1.png &gt; The critical load =(&pi;^2xEI)/(KL)^2. Given condition KL = L.

Steel Structure Design

Q1: The critical load for a column of length I hinged at both ends and having flexural rigidity El, is given by

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Steel Structure Design

Q1: The critical load for a column of length I hinged at both ends and having flexural rigidity El, is given by

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