Geometric Constraints
Minimize the variations in inverted tee cross section dimensions within a project.
Keep the top of stem below the bottom of the slab as shown on the Miscellaneous Slab Standard sheet for the girder type used; see standard drawings IGMS, SGMS, and UBMS.
Ledge width must meet the corbel width requirements shown on the Bearing Detail standard sheets; see standard drawings (i.e. IGEB and UBEB).