Hello, I am adding a column to the midpoint of the 24 m span truss beam, the truss values change for the worse. Subheadings cannot afford force. But when I don't put a colon, I get very little error. The value does not change in both conditions, even if I make a support joint that does not transfer moment to the column end that I added in the middle, even if I mark the column end freedoms as not taking moment. A few people on the forum asked the same question, I did what was said, but it did not work. What could I have done wrong? Thank you for your answers.
You do not have permission to view link Log in or register now.