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Axis Pos.Condition Mu φ*Mn Asreq Asprov Asreq/Asprov Mu/(φ*Mn) <br />Footing [Kip*ft][Kip*ft][in2][in2] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />zz Top D87 - 1 -124.48 -321.23 1.35 3.52 0.383 0.387 <br />zz Bot.D191 - 1 167.72 321.23 3.08 3.52 0.874 0.522 <br />Zone 1 xx Top D1 - 1 0.00 0.00 0.00 0.00 0.000 0.000 <br />Zone 1 xx Bot.D1 - 1 0.00 74.77 0.27 0.88 0.307 0.000 <br />Zone 2 xx Top D191 - 1 -4.77 155.04 0.05 1.76 0.030 0.031 <br />Zone 2 xx Bot.D87 - 1 6.35 155.04 1.74 1.76 0.988 0.041 <br />Zone 3 xx Top D1 - 1 0.00 0.00 0.00 0.00 0.000 0.000 <br />Zone 3 xx Bot.D1 - 1 0.00 696.86 7.50 7.92 0.946 0.000 <br />Zone 4 xx Top D193 - 1 -0.11 155.04 0.00 1.76 0.001 0.001 <br />Zone 4 xx Bot.D85 - 1 12.26 193.06 1.79 2.20 0.814 0.063 <br />Zone 5 xx Top D1 - 1 0.00 0.00 0.00 0.00 0.000 0.000 <br />Zone 5 xx Bot.D1 - 1 0.00 74.77 0.27 0.88 0.307 0.000 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Shear <br />Factor φ :0.75 <br />Shear area (plane zz):10.31 [ft2] <br />Shear area (plane xx):37.13 [ft2] <br />Plane Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />xy D163 - 1 9.96 756.10 0.018 <br />yz D1 - 1 21.08 210.01 0.134 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Punching shear <br />Factor φ :0.75 <br />Perimeter of critical section (bo...:11.25 [ft] <br />Punching shear area :18.98 [ft2] <br />Perimeter of critical section (bo...:11.25 [ft] <br />Punching shear area :18.98 [ft2] <br />Column Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />column 1 D85 - 1 -18.88 773.22 0.033 <br />column 2 D85 - 1 53.34 773.22 0.092 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />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 />Page16 <br />15.148 2350 S Pullman St - <br />Phase I3/4/2025