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?
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.
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?
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.
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thanks a lot
we are waiting for more great tutorials
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?
How can you import revised load into the same Mat File?
Hi Sir! Can you help me import Response spectrum to safe from etabs? I have a trouble when design Footing with Earthquake.
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.
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..👍
what model lop top?
Sir why my etab 19 value is not exported to safe 20 ?
Dear Sir, how we determine SIDE reinforcement rebar of raft foundation..
After the analysis directly export to safe?
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.
Now plz continue to design of FOOTING
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
similarly how to export same, if to be design in Staad..instead of safe
...pls
Please How do you export safe detailing drawings
Why moments not exported???
sir would you give me the templates you used?
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.
linnk to download safe 16