Hello,
I have a query regarding auto-generation of live loads on substructure. The pier geometry is skewed inverted T section, 196 ft. long and 21 bearings (on each side of ledge). It takes forever to generate the auto live loads on this structure and I am not able to generate the loads at all, even with just selecting "Design Truck" and no lane load, fatigue, braking forces etc.
I can check the design with phased structure but want to know if there is a limitation for bent length/analysis (LRFD-9) in LEAP Concrete.
Below is the snapshot, I waited for almost an hour but the analysis was still going :
Kindly let me know your suggestions. I have also attached the file.
Thanks,
Jivesh Kumar
Bridge Design Engineer