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• S <br /> "FOOTINGS.xls" Program <br /> Version 3.8 <br /> RECTANGULAR SPREAD FOOTING ANALYSIS <br /> For Assumed Rigid Footing with from 1 To 8 Piers(Load Points) <br /> Subjected to Uniaxial or Biaxial Eccentricity <br /> Job Name: Subject: <br /> Job Number: Originator: Checker: <br /> +Pz <br /> Input Data: • +Hy <br /> +Pz +My <br /> Footing Data: _ <br /> +My �ig +Hx <br /> Footing Length, L= 27.000 ft. +Hx +Mx <br /> Footing Width, B= 9.000 ft. Q TTTT T ITERTTT <br /> Footing Thickness, T= 4.000 ft. <br /> Concrete Unit Wt., yc= 0.150 kcf h <br /> D• <br /> Soil Depth, D = 0.010 ft. <br /> Soil Unit Wt.,ys= 0.120 kcf <br /> Pass. Press. Coef., Kp= 3.000 T <br /> Coef. of Base Friction, µ= 0.400 <br /> Uniform Surcharge, Q = 0.000 ksf <br /> Pier/Loading Data: L <br /> Number of Piers= 2 <br /> Nomenclature <br /> Pier#1 Pier#2 <br /> Xp(ft.)= -11.250 11.250 <br /> Yp(ft.)= 0.000 0.000 <br /> Lpx(ft.) = 3.000 3.000 <br /> Lpy(ft.)= 5.000 5.000 <br /> h(ft.)= 0.100 0.100 <br /> Pz(k)= -18.14 -18.17 <br /> Hx(k)= -4.29 4.24 <br /> Hy(k)= 27.70 27.67 <br /> Mx(ft-k)= 387.55 387.03 <br /> My(ft-k)= -29.36 30.81 <br /> Y <br /> I I i 1, 1 I 1 I <br /> X <br /> • <br /> FOOTING PLAN (continued) <br /> 1 of 2 4/26/2023 1:33 PM <br /> 3� � <br />