what should we need use to design the column footing for SMF
what should we need use to design the column footing for SMF
(OP)
We are designing a one story specially moment frame. what should we need use to design the column footing (shallow, spread), load combination with amplified seismic loads, or typical load combination?
Thanks.
Thanks.






RE: what should we need use to design the column footing for SMF