Civil Engineering - Steel Structure Design - Discussion

Discussion :: Steel Structure Design - Section 1 (Q.No.34)

34.

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].

Explanation:

No answer description available for this question.

 Durga said: (Oct 19, 2016) Can anyone explain this?

 Narayan said: (Aug 26, 2017) Can anyone explain this?

 Raju said: (Aug 27, 2017) As bearing stress variation is triangular avg stress=(2p/BL)÷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.

 Ajay said: (Jan 4, 2019) Equating two equation p/A(1-6e/L) = 0. p/A(1+6e/L) = 2P/BL we get e = L/6.

 Sri said: (Aug 26, 2019) What is e here?

 Surya said: (Apr 27, 2020) Here, e is an eccentricity.