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.
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.
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?
thanks a lot
we are waiting for more great tutorials
why is the joint reactions diff when transfering a wall with base slab to safe?
Dear Sir, how we determine SIDE reinforcement rebar of raft foundation..
Sir why my etab 19 value is not exported to safe 20 ?
How to take reactrions if the raft is supporting shear walls?
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..👍
Why moments not exported???
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.
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.
Please How do you export safe detailing drawings
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?
After the analysis directly export to safe?
Hi Sir! Can you help me import Response spectrum to safe from etabs? I have a trouble when design Footing with Earthquake.
Now plz continue to design of FOOTING
How can you import revised load into the same Mat File?
what model lop top?
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.
Check if you have any modal case defined or exported from etabs.
similarly how to export same, if to be design in Staad..instead of safe
...pls
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?
It must be from the critical one (ult) I think
sir would you give me the templates you used?
linnk to download safe 16