I am having trouble generating floor loads on the attached model. The structure is actually a canopy over a stage that is an inclined surface. I have broken the roof into several different groups and try to apply a floor load and I can get some of them to work but some of them won't. Not sure what I am doing wrong? Any help or suggestions would be greatly appreciated.
Please use the SET FLOOR LOAD TOLERANCE command as shown next.
INPUT WIDTH 79UNIT FEET KIPSET FLOOR LOAD TOLERANCE 0.083JOINT COORDINATES
This ensures that all nodes that are part of the floor groups are within a tolerance level for the floor load generation to work
A modified file is attached for your reference.
Answer Verified By: rniewinski
Stage 1 Revised1.std