Lorenzo_S
Student
- Feb 21, 2022
- 4
Hi everyone!
Maybe this is easy, but it's giving me some trouble. My intent is to model a 2D beam-column joint so as to have the continuous beam only propped by the column, with no bending moment transission from one ement to the other. Both beam and column are continued across the joint, i.e. the node is an internal one to the structure.
Thank you in advance for any help provided.
Maybe this is easy, but it's giving me some trouble. My intent is to model a 2D beam-column joint so as to have the continuous beam only propped by the column, with no bending moment transission from one ement to the other. Both beam and column are continued across the joint, i.e. the node is an internal one to the structure.
Thank you in advance for any help provided.