gentlemen,
I have a query, I have a column subject to a dynamic forcing moment. My question is in the mass modelling, i will include the self weight of the column and use the the 3 directions in order to create the M-matrix (this i am pretty confident about), My question is am i going to include the applied moment? if so what directions am i going to use for the moment. If it not much trouble with you guys, can you send a staad file sample for with a forcing moment.
Thanks in advance.