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  1. kopernikus

    Masonry building with Shell , Bendig Modifiers choices and more

    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...
  2. kopernikus

    How can i use eccentric loading to a column?

    OK I will wait
  3. kopernikus

    How can i use eccentric loading to a column?

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

    How can i use eccentric loading to a column?

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

    How can i use eccentric loading to a column?

    Could anyone add an example (sap2000 file)?
  6. kopernikus

    How can i use eccentric loading to a column?

    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 ?
  7. kopernikus

    How can i use eccentric loading to a column?

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

    How can i use eccentric loading to a column?

    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
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