Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : 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
, the ratio of the moment M to the axial load P should be
Discussion:
6 comments Page 1 of 1.
Surya said:
5 years ago
Here, e is an eccentricity.
Sri said:
6 years ago
What is e here?
Ajay said:
7 years ago
Equating two equation p/A(1-6e/L) = 0.
p/A(1+6e/L) = 2P/BL we get e = L/6.
p/A(1+6e/L) = 2P/BL we get e = L/6.
Raju said:
8 years ago
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.
Narayan said:
8 years ago
Can anyone explain this?
Durga said:
9 years ago
Can anyone explain this?
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