Dear friends,
I'm trying to model a beam with both ends restrained to rotation and displacement. The only applied load is the shrinkage. I use time-dependent properties to model this effect, and the results are correct. I get an axial load of E•A•e (e=shrinkage). But when I want to obtain the...
Dear friends. I have to model a few rectangular tanks with sap2000. They are quite similars, but with different loads. Is there any way to introduce the geometry and loads with a comand or tex file?
Thanks in advance
Hello friends, I would like to know which the form simplest to be made the combinations of loads in a structure of more or less automatic form in Sap2000. The ideal would be to introduce the loads and safety factors and that of automatic form were combined to obtain the envelopes. Thanks...