• Output for LEAP Concrete Spliced Girder in Consplice

    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"…