Section 11.3.10.6 Longitudinal Reinforcement Due to Torsion

The tension due to shear and torsion is calculated in accordance with Equation 11-21:

2.0 \sqrt{{(V_{f} - {0.5 V}_{s})}^{2} + {(\frac{{0.45 p}_{h} T_{f}}{{2 A}_{o}})}^{2}}

This tension is added to the cross section force and then a strain compatibility strength design is then performed in accordance with 10.1.2.