Calculate the stress distribution with depth at a point 3.5 m from the corner (along the longest side) of a rectangularly loaded area 15 by 35 m with a uniform load of 75 kPa. Do by
(a) the Boussinesq theory, (b) the Westergaard theory, and (c) the 2:1 method.
We need at least 10 more requests to produce the solution.
0 / 10 have requested this problem solution
The more requests, the faster the answer.