I am modeling a precast post tension girder with CONSPLICE. I do the analysis and then go to the design to check moment capacity. I get a set of results. when I do the summary report or shear check and go back to the moment capacity, I get a different…

Hi, I'm new to LEAP Bridge Concrete. I'm currently using the Spliced Girder module and the tutor2 example. I did a save as of the tutor2 example and modified the input values/staging/etc. When I ran my model, the design output status showed that the…

When I am viewing the output for the Moment Capacity Check, if I have also checked the box for Shear Capacity Check, the calculation of the Phi*Mn-Pos will come up with a value "-1.#J", resulting in Cap/Mu and Phi*Mn/min(Mcr,1.33*Mu) values of "1.#R"…

I have to do an exterior beam design in consplice. I start with my interior beam and make changes to the geometry and loading. As you would expect, in the Geometry tab I specify that this will be an exterior girder and give the distance to the face of…