Sir if I use same 2D analysis then how can i get SF n BM we need to use wire or what please make a video

if i'm not seeing the option of SM in drop down menu from tool bar in results (visualization) does that mean there are no bending moments ? and therefore no bending stresses ?

After plot bending moment of beam insert, we must convert moment values to moment of real frame base on equivalient EI? Thanks

Do you mind to share the cae file? I try to several model using solid element, but couldn't produce the moment from SM. mind to help me?

Dear Dr. please tell me how to model full scale concrete building by abaqus, by other meaning how to model concrete columns and beams as beam elements in abaqus, I know that beam elements n abaqus can not model the inside steel bars in beam elements , hence how to overcome this problems. thanks

@mostafaismail43

7 жыл бұрын

Abdalla, here are 3 youtube links (by others) that will help you to make a start. kzread.info/dash/bejne/dXeut9igeqWbYaQ.html kzread.info/dash/bejne/iq5-pZqHocmeptI.html kzread.info/dash/bejne/a22j07uLkaqzmtI.html