Hi Engineers,
I am to design a steel support 1.5m high to carry three electrical panels and a spread foundation as attached. I am looking at using the MWFRS (ASCE 7) procedure in estimating the lateral force. Any ideas on how to estimate the projected area?
I am to design a steel support 1.5m high to carry three electrical panels and a spread foundation as attached. I am looking at using the MWFRS (ASCE 7) procedure in estimating the lateral force. Any ideas on how to estimate the projected area?