![truck load in risa 3d truck load in risa 3d](https://risa.com/assets/img/post/expanded1.png)
The program will try to "mesh" the area load into smaller triangular pieces. RE: Risa 3D Member Area Load Distribution MKarr (Structural) I realize I can just change the loads to distributed loads and avoid the issue, but I'd like to be able to use this tool if possible to cut down on time as I'm sure anyone would appreciate.
![truck load in risa 3d truck load in risa 3d](https://risa.com/assets/img/post/movingload1.png)
Issue is occuring during the load case distribution, not as a result of a combination. Floor diaphragm is simulated with crossed rigid links (as H Braces) in each quadrant (removing did not affect load Load is applied over nodes of individual quadrants as opposed to entire floor (fixed this issue on previous model) Floor members are modeled with a y-axis offset to simulate even elevation under composite deck (removing offset Loads to floor beams are not evenly distributed, they're nearly even with slight variations in magnitude along theīeams regardless of if a girder is absorbing the load Some of the girders are absorbing the loads I am using member area loads (Parallel to A-B) to distribute a load one way to my floor beams which should then carry the loads to their girders, seems pretty straight forward.īut when I look at the transient loads after running the solution I get the following incorrect results: This is the second model I have run into this issue on.