Combined Footing Design in Accordance with ACI 318-14
Figure 1. Critical plane shear of One-way shear. The One-way Shear Demand or V u is calculated assuming the footing is cantilevered away from the column where the area is (red) indicated in Figure 1 in accordance of ACI 318-14, Section 8.5.3.1.1. The One-way Shear Capacity or ϕV c is defined as Ultimate shear strength and calculated using …