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 - Engineering

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 - Engineering

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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