Design of Footing in SAFE from STAAD reactions by CIVIL SPARTANS

Design of Footing in SAFE 2014 by using STAAD file results

[@amritanshumaiden]

May God Bless You. Thanks and appreciation.

[@AnjishaDesign]

Thank you very much for this video.

[@ChinTanLimbani]

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

[@deepbhalani7066]

Yes I also thinks that way

[@rangass70]

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

[@moustafaelhoseny2983]

THANK YOU :)

[@mjnasarkhanjamal5571]

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

[@javedansari6874]

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

[@nitinshepur143]

pls one example over raft foundation using etabs reactions

[@raghuvindersingh831]

dear sir can we change import load in safe file

[@lordetoygallenero2314]

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.

[@kunalnainani3124]

Same bro i dont know why

[@kunalnainani3124]

If u got ur answer why this was happening please share the solution with me

[@faiqzishan7016]

LAODS ARE NOT TAKING....