Discussion :: Soil Mechanics and Foundation Engineering
-
If L and B are the length and breadth of a footing, e the eccentricity along the length and P and Q are the axial force and bearing capacity of the soil, then, to avoid tension,
|
A.
BL = \( \frac { P } { Q} \) [ 1 + \( \frac { 6e } { L } \)] |
|
B.
BL = \( \frac { Q } { P} \) [ 1 +\( \frac { 6e } { L } \)] |
|
C.
BL = \( \frac { P } { Q} \) [ 1- \( \frac { 6e } { L } \)] |
|
D.
BL = \( \frac { P } { Q} \) [ 1 - \( \frac { 3e } { L } \)] |
Whatsapp
Facebook
Answer : Option A
Explanation :
No answer description available for this question.
Be The First To Comment