10-31-2010, 01:31 PM
Dear Visu
After I run the model, then how check the nodal displ ? Please explain more explicit
Btw, is there the print out output of it ? Where I look for it ?
For ACI-318 ( as far I remember, please correct me if wrong in remember it ) there only beam & slab deflection of simple supported ? Then for slab & beam in frame or frame - wall system which fomula I should use ?
Thx
After I run the model, then how check the nodal displ ? Please explain more explicit
Btw, is there the print out output of it ? Where I look for it ?
For ACI-318 ( as far I remember, please correct me if wrong in remember it ) there only beam & slab deflection of simple supported ? Then for slab & beam in frame or frame - wall system which fomula I should use ?
Thx