Hello . Thank you for your great Tutorial . i was looking for the method of extracting moment and shear diagram and it is exactly what i needed . Thank you sir
The boundary condition at A is wrong, it's pinned, you should constrain only the translational degrees of freedom. Your reactions forces are thus wrong.
Hello . Thank you for your great Tutorial . i was looking for the method of extracting moment and shear diagram and it is exactly what i needed . Thank you sir
Bro, I am modeling a prestressed girder in ABAQUS, would you help me in modeling the Tendons/Strands, please?
Hello,
Iam modelling a drilled shaft(pile) subjected to lateral load. But iam not able to plot bending moment fir that please help!!
i have doen same model but my ABAQUS is not showing CM or SM or SF ??? no bending related results. Is it because i'm using student edition ?
Go to field output request in step module, and select whatever you want
@@Abaqus-Tutorials yea already did that but they dont show .. i think its the limitation of student edition
@@MJs-85 Is a number of mesh element less than 1000?
@@Abaqus-Tutorials yes that's cause if I will increase the elements nodes will increase too and I cant go beyond 1000 nodes
Why direction is changed!!?????Please explain...🙏🏻🙏🏻🙏🏻🙏🏻
Due to force direction, but the magnitude is correct
I thought the B node should be at 31st node? '-'
The node number id depend on mesh size
The boundary condition at A is wrong, it's pinned, you should constrain only the translational degrees of freedom. Your reactions forces are thus wrong.