# Integral Bent Cap Code Check T \[CBG]

## General

**Load Combination Table:**

**Procedures for Shear Resistance Parameters β and θ:**

**Include axial effects on flexure and shear computation?:**

**Flexure Sign(Effective Shear Depth)\[Use Critical Shear Concurrent Bending Moment/Use Positive Flexure/Use Negative Flexure/Use Pos and Neg Flexure]:** Controls which flexure sign is used when computing the effective shear depth `dv`. Use Critical Shear Concurrent Bending Moment uses the bending moment concurrent with the governing shear; the other options force the calculation to use positive, negative, or both flexure envelopes.

**Select State Provisions:**


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