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Notes <br />* Soil under the footing is considered elastic and homogeneous. A linear soil pressure variation is assumed. <br />* The required flexural reinforcement considers at least the minimum reinforcement <br />* The design bending moment is calculated at the critical sections located at the support faces <br />* Only rectangular footings with uniform sections and rectangular columns are considered. <br />* The nominal shear strength is calculated in critical sections located at a distance d from the support face <br />* The punching shear strength is calculated in a perimetral section located at a distance d/2 from the support faces <br />* Transverse reinforcement is not considered in footings <br />* Values shown in red are not in compliance with a provision of the code <br />*qprom = Mean compression pressure on soil. <br />*qmax = Maximum compression pressure on soil. <br />*∆max = maximum total settlement (considering an elastic soil modeled by the subgrade reaction modulus). <br />* Mn = Nominal moment strength <br />* Mu/(φ*Mn) = Strength ratio. <br />* Vn = Nominal shear or punchure force (for footings Vn=Vc). <br />* Vu/(φ*Vn) = Shear or punching shear strength ratio. <br />Page12 <br />15.29 2350 S Pullman St - <br />Phase I3/4/2025