In LEAP Bridge Steel is there a way to model a beam that is angled at the splice points. The bridge deck is curved but the beams are straight between splice points turning 1-3 degrees at each splice. I need the same member group to run from abutment to…

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"…