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Thank you very much for this video.

Hi, Good day! Everytime I use interaction database editing it gives a message "Can not Open File". After that, I can't save or even run an analysis and design. Do you have any idea or solution for this. Thank you in advance. God bless.

May God Bless You. Thanks and appreciation.

very good explanation. I think except gravity (Fz in ETABS) case all the other load case sign should be change taken from STAAD reaction.

Thank you much.. please explain further with wall loads regards

dear sir can we change import load in safe file

THANK YOU VERY MUCH FOR THIS VIDEO, WHICH WAS VERY MUCH USEFUL FOR ANALYSIS OF RAFT FOUNDATION ALSO. SIR , THANK A LOT.

LAODS ARE NOT TAKING....

THANK YOU :)

pls one example over raft foundation using etabs reactions

Super sir, your great

how do we check the one way shear in your model....? since SAFE gives only punching shear.....