HorseBridge
Structural
- Nov 14, 2012
- 3
Neigh,
I'm running basically a line girder problem in 2D. I've used MOVING LOAD GENERATOR to create 1000+ load combinations - 1 ft increments across my 1000ft bridge. I can't figure out how to use envelope values in any meaningful way, including in user-defined load combinations. Is this possible? If not, I don't see how STAAD can be of any use for bridge analysis/design.
Thank you,
Horsebridge
I'm running basically a line girder problem in 2D. I've used MOVING LOAD GENERATOR to create 1000+ load combinations - 1 ft increments across my 1000ft bridge. I can't figure out how to use envelope values in any meaningful way, including in user-defined load combinations. Is this possible? If not, I don't see how STAAD can be of any use for bridge analysis/design.
Thank you,
Horsebridge