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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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