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What will be the difference in modelling if we have to provide strip footing
You pls explain along with it . otherwise viewrs will just end up with just clicking options. They wont understand. Just a suggestion.
Yea i agree with him but visuals. R good too tho juat gatta stay focused
Nice video
Why you have resisted the edge column in X and Y directions?
Because have direct load X and Y.
@@SamanAbubaker Dear Brother, What do you mean by "DIRECT LOAD X & Y" ???? I didnt Understood, Please explain. Shukran...
@@azmat_waseem he didn't specify area springs for X and Y so he blocked the columns for X,Y direction or else the building could just slide.
What will be the difference in modelling if we have to provide strip footing
You pls explain along with it . otherwise viewrs will just end up with just clicking options. They wont understand. Just a suggestion.
Yea i agree with him but visuals. R good too tho juat gatta stay focused
Nice video
Why you have resisted the edge column in X and Y directions?
Because have direct load X and Y.
@@SamanAbubaker Dear Brother, What do you mean by "DIRECT LOAD X & Y" ???? I didnt Understood, Please explain. Shukran...
@@azmat_waseem he didn't specify area springs for X and Y so he blocked the columns for X,Y direction or else the building could just slide.