Bending moment for shell element in etabs: Urgent please help me

[vicky13790]

Hi,

I would like to know if the moment gets transferred from walls to the frames in etabs, as it does transfer the loads from slabs to the beams. So i would like to know if the Bending moment in shell elements (walls) will be transferred to the Columns(frames. reply me soon please.

Regards,

Vignesh

 

[chekre]

This is not clear at all. How will the moment carried by the wall be transfered to the columns ?
This is not the correct load path.

 

[vicky13790]

yes that's what i mean its wrong. I am done with modelling and analysis. How do i determine bending moment for walls (shell element) in etabs ?

 

[chekre]

If u need to read the integral values acting on ur walls, u have to give a pier name for each segment of wall. Then u can display the different actions avting on the wall (beding shear axial torsion)