In LEAP Bridge Concrete can you consider bonded prestressing strands as “Reinforcement” when determining allowable tension stresses in a precast concrete beam?

I am using AASHTO LRFD and IDOT does not have conventional longitudinal reinforcing in their PPC IL-Beams, but IDOT does consider bonded prestressing strands as sufficient in resisting the temporary tensile...
I am designing a footing cap for drilled shaft using STM model as per AASHTO but getting error message for Tension ties in Z direction. it doesn't help if i provide hook or exra reinforcement.

I am designing a footing cap for drilled shaft using STM model as per AASHTO but getting error message for Tension ties in Z direction. it doesn't help if i provide hook or exra reinforcement. Could you...
Rating uses a different set of Loads and Loads Combinations from the Design Mode

The LBS users can utilize either the Design Mode or the Rating Mode . Therefore, the Rating Combinations are different from the Load Combinations and the Rating Loads can be dissimilar from the Design...
Possible to include load "name" when importing to loads RC Pier from text file?

Hello, When importing a loads via a text file in RC Pier (LEAP BRIDGE CONCRETE), is it possible to add a parameter that specifies the "name" of the load? We calculate wind forces independently of...
CT Loads on Footings

Hi, I am trying to figure out if there is a way to apply CT loads on footings. We are putting a new barrier on top of an existing footing. The loads will only be applied to the barrier and footing, not...