cspkumar
Structural
- Jul 30, 2002
- 34
I am modeling a triangular membrane. Tensile loads are acting at the three vertices inorder to keep the membrane in tension always.
Now, How do I model constraints for this problem? Because if the loads are in XY plane, there should be a x and y constraint somewhere in the model.
Kumar
Now, How do I model constraints for this problem? Because if the loads are in XY plane, there should be a x and y constraint somewhere in the model.
Kumar