We recently identified important issues in the Substructure module of the current market version (18.02.01.06) of LEAP Bridge Concrete CONNECT Edition. The details of the issues are listed below. We have fixed those issues in the maintenance 2 (18.02.02.03).
Shear resistance Vs of transverse reinforcement was incorrect in the pier cap’s shear design report when the option “Shear force is equally distributed among stirrups” was selected in the A/D Parameters dialog.
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