When you select the base reaction, it will show the results of both clm and Shear wall. No need to select Shear wall reaction separately. Hope your double is clarified..👍
sir thank you very much for your this course material which is very useful for me . i think its great helpful faster way to import the data to safe model. but while doing this work i m facing a problem in etab file of the unit mentioned in etab file . when i try to open the f2k file its giving the following error message " error reading line 4 , line ignored , units are unrecognized, incomplete ,or inconsistent. units tonf-m " can you help me resolving this issue.
hello sir, i really appreciate your tutorials it is so helpful for us , i have a small doubt regarding the design of foundation that what reaction should we use for the design of foundation? is it from ult load combination or service load comb?
Salamallaikum brother, I exported the raft from Etabs to SAFE exactly as shown in the video. However, SAFE did not analyze it. What should I do? Thank you.
i am exporting my etabs model to safe. it works fine for all column sections except sd sections...what am i missing for that sd sections reaction are not exporting to safe?
Dear sir, when I want to run Safe, I face with this error: error updating analysis case internal external modal case type error. Any help would be useful.
