Leaderboard

Dear Mohammad Shaker, This is to treat an evil with another. Though in most cases it favored me. Yes it would affect your result in drift but I haven't noticed any problem with P-Delta. Please check and share your experience.

You can as Rumman said, use semi-rigid for axial loads in slabs or there will be no force at all in the slab if you use rigid option.

Hello Mr.Mohammad Shaker, If you have shell assigned as semi-rigid diaphragm you can always use F11,F22 & F12 =0.25 , to calculate temperature forces else it may result in very high forces which seems to me unrealistic. I have utilized this in a project and no comments showed up.

If you dont have a job then go for it man, look at the designation its assistant project operations. Forget about solid waste, at the end you are managing operations of a project, that project could be anything. Meanwhile, if you like the field, you can switch to a decent project management company later, if you dont you can try exploring other fields. Never say no to a new experience. If you dont know what you like at this stage (most likely), its perfectly normal. You only know after getting your hand dirty in different fields. So explore, explore and explore until you know what you gonna do next. And even other fields which you did not like, will help you to decide what you like or not.