FAQ: Accelerations and velocities report

When using THA - Time History Analysis it is a common question from RM Bridge users how to include acceleration and velocity in the dynamic analysis report. Though velocity and acceleration are not primary...
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...
allowable displacement of towers under live load

Hi all. In the design of a cable-stayed bridge, what is the allowable displacement of the A and H shaped towers under live load? Best regards.