To keep the intensity of bearing pressure between the column base and concrete compressive and to vary from zero to , the ratio of the moment M to the axial load P should be-A-B-C-D-E-<img src= /_files/images/civil engineering/steel structure design/100 14 92 5.png >-E-<img src= /_files/images/civil engineering/steel structure design/100 14 92 5.png >

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To keep the intensity of bearing pressure between the column base and concrete compressive and to vary from zero to , the ratio of the moment M to the axial load P should be-A-B-C-D-E-&lt;img src= /_files/images/civil engineering/steel structure design/100 14 92 5.png &gt;-E-&lt;img src= /_files/images/civil engineering/steel structure design/100 14 92 5.png &gt;

APTITUDE CRACK · Accepted Answer

E &lt;img src= /_files/images/civil engineering/steel structure design/100 14 92 5.png &gt; As bearing stress variation is triangular avg stress=(2p/BL)&divide;2 (here it is not mentioned about what is L and what is B so I assumed that L =depth and B=width of section) and frob bending stress formula calculate another stress and compare both the stress you will get the answer.

Steel Structure Design

To keep the intensity of bearing pressure between the column base and concrete compressive and to vary from zero to , the ratio of the moment M to the axial load P should be

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Steel Structure Design

To keep the intensity of bearing pressure between the column base and concrete compressive and to vary from zero to , the ratio of the moment M to the axial load P should be

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