par060
Structural
- Feb 28, 2001
- 146
Im new to useing moving loads in SAp2000 (v14). I have gotten things pretty much as I want them and now what particular output. I have a multi span with say 4 widely spaced wheel loads. I analyse my model and I get the correct maximum reactions at each support.
What I want is at a particular support (joint b) its maximum reaction and then at adjacent supports (joints b and c) what the reactions would be when that particular joint (joint b) is at its maximum.
Thanks in advance!
What I want is at a particular support (joint b) its maximum reaction and then at adjacent supports (joints b and c) what the reactions would be when that particular joint (joint b) is at its maximum.
Thanks in advance!