In the ‘Code Checker Results’, the program summarizes for each girder all the critical load combinations, AASHTO code and controlling performance ratio. As in some diaphragm locations, the program is stating the girder is controlled by fatigue and...

I agree that the excess reinforcement factors would be different for each POI and load case. That is one reason most engineers conservatively ignore that factor. A simple or temporary solution is to set that factor equal to 1. I believe that AASHT...

From the user: "I have a straight steel bridge no skew and it is classifying cross-frames as primary members. Is there away to set cross-frames as secondary member for kL/r check?" This happens because All elements are only set as primary, without...

Incluir as normas de ações em pontes no cálculo de linhas de influência em WIZARD: NBR 17245/2025 - Ações em Pontes FerroviáriasNBR 7188/2024 - Ações devido ao tráfego de veículos rodoviários e de pedestres em pontes, viadutos e passarelas

Incluir no lançamento wizard a opção de considerar cabos curvos e dimensionamento com pós-tração nos cabos. ENGLISH TRANSLATION: Include in the launch wizard the option to consider curved cables and post-tensioning of the cables.

In LEAP substructure modules, it would be helpful to be able to add loads to the footing, other than vertical earth. Sometimes there are miscellaneous components of the pier/abutment where the weight needs to be considered, but are not a part of t...

Add an option to get camber given at 10th points on the clbrg span instead of the precast span. beams are being set at a certain elevation at CLBRG so the camber up from CLBRG is what we need to design geometry around, not camber up from end of pr...

The user insists of adding Str III as a default combinations. It may be useful to create a default Str III combination (since now we have WL considered under design) instead of forcing the user to create a new combination that accepts WL. Please s...

Under commentary C2.5.2.6.2: "For straight girder system bridge, this is equivalent to saying that the distribution factor for deflection is equal to the number of lanes divided by the number of beams"

A column on drilled shafts can have different fixity locations for different load cases. Suggest allowing analysis of the same bridge with different fixities rather then needing to create multiple models with varying fixities for simplicity.