STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

If you are not able to reply the answer you shouldn't ask any questions . From this l understood� �very well about your technical knowledge I am not asking any� questions� here to you. I know very ...

I think he is avoiding axial force the column not slender the column size is800X800 height is 3000mm
If the column is slender , have we to release Fy? The model is 3D model you are not trying to ...

The flat slab analysed in staad as substitute frame by one engineer So asked whether it correct or wrong whole structure modelled in Etap he would not like to analysis the slab in safe I want to ...

Dear pandya sir
I would like to ask you another question In substitute Frame Bottom Portion Of Column Fixed Top Portion Given By One Enginee Fixed but and released Fy only This is correct way

Dear pandya sir
I know that one here I have asked understanding of the software

Yes correct in this one the roller is vertical I want another one if the roller is Horizontal Thank you very much For Your Sketch Sorry For Distribuing You before doing any thing I would like to ...

You didn't reply, no problem. if you want drawing for every thing not possible you have to try answer what people asking try to understand me If you are feeling any thing wrong sorry

Sorry I don't have any drawing substitute portal frame I want to assign roller support in column top and bottom I asked this for understanding purpose only

I want to assign vertical roller and horizontal roller support for vertical member( I don't have have any idea which one is correct) If we assign horizontally Or Vertically In Column ,Will the re ...

Sorry consider Fx instead of Fy and Mz instead of Mx,My and Mz