Thank you so much DST148 (Structural). I would like to give you what i found out just now. In a circular pile, on to a pile cap, the punching shear is considered at 'd' from the face.
Is there 1 way shear for these cases? I am confused now. May be only punching shear is existing!What do you...
I have a raft with 8 columns.
sbc is 100 kN/sq.m
raft of 10x6x 0.6
i can give nodal loads on the raft at column.
But how to assign raft?
is it plate? or surface?
how can i give support feeling it to be a raft??
