Support rotation in etabs
Support rotation in etabs
(OP)
Greetings,
I am trying modelling a question regarding modelling a simple one story frame on soft soil with which is mentioned as thetha equal to 1/1.2*10^4 (delta equal to 1/100")top and bottom beams and colums are 18*18 each with height being 11'.
my confusion being how can I mention with modelling the structure that rotational theta parameter while modelling support condition to get matching results with hand computation.
I am trying modelling a question regarding modelling a simple one story frame on soft soil with which is mentioned as thetha equal to 1/1.2*10^4 (delta equal to 1/100")top and bottom beams and colums are 18*18 each with height being 11'.
my confusion being how can I mention with modelling the structure that rotational theta parameter while modelling support condition to get matching results with hand computation.
RE: Support rotation in etabs