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For a masonry building I have chosen to simulate the walls with Shell-Thick. 1)I would like to ask if the wall thickness is 60cm, in the field Thickness and Membrane and Bendig I will put 60cm ?(the same?) 2)In the Stifness Modifiers choices do I need to change anything...

OK I will wait

Where exactly did you use the options end length offset and insertion points ?

Thanks a lot for the example. I tried it and I didn't succeed. Would it be easy to send me the example file?

Could anyone add an example (sap2000 file)?

Okay, at first the two loads are not together. Only the eccentric load P2 away from the center axle ey. How will this load be taken into account? How to place it. It will definitely create an extra moment P2*ey. How will the program take into account the load P2 and additional moment ?

I don't think that's it, I think the axis should move, but how?

Hello Ηow can i load eccentrically at a distance of ey in a column without missing the central charge P? I want both loads P to exist See the figure below