Search results for query: *

Hi JoshPlum, that's a really insightful reply thank you, I will take a look. Also, I have already contacted RISA tech support and uploaded the model to them. Hopefully I will get a response in the next few hours. I will keep you guys posted, thanks for replying.

Thanks for your reply. I was not clear in my question, but the MAX drift happens in LC 170, if I just run LC 170, should I get the same result as envelope?

Hello everyone, I am so confused right now, I have a 75ft-tall CMU shear wall system building in RISA-3D, and I would like to know the drift. First I run the envelop and get 2" drift in LC 170, and I run the LC 170 drift becomes 0.3". I really don't understand here, is that supposed to give me...

@SethGuthrie Thank you Seth, that's really a good answer.

Hi, I got confused about the RAM steel cantilever function. Is there any one who can explain this to me? When shall I use extension and when should I use stub? Thanks a lot,

REVIT, RAM, SAP2000

Go to see ASCE, and there are some steps to tell you how to calculate wind load, good luck

Actually, i am working on a canopy design, and I realized using the formula on page 72 is not that suitable, because you will have a really big reaction at the bottom of the column, just take them as MWFRS, it will be much easier.