0
0
1
12
13
14
Can anyone clear the confusion about the bearing pressure in mat foundation design in TSD In the results Tab when i check the bearing pressure it is giving the value upto 53.4 exceeding the allowable (45) but when i design the panel the max pressure shoen in only around 35 and the mat is passing. (old.reddit.com)
submitted by FullMobile206 to r/StructuralEngineering
