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` 1 <br /> Page 5 of 8 <br /> "FOOTINGS.xls"Program <br /> Version 3.4 <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 /> Input Data: <br /> +Pz <br /> Footing Data: <br /> +My <br /> Footing Length,L= 22.000 ft. +Hx <br /> Footing Width, B= 22.000 ft. ��� ��� !WATT,' <br /> Footing Thickness,T= 4.000 ft. ;:...::.:..:. :.;.. ;.: <br /> Concrete Unit Wt.,Nye= 0.150 kcfD <br /> h <br /> ...:.:.:.:.::.:..:.:.:.:.. <br /> Soil Depth, D= 0.000 rt. <br /> Soil Unit Wt.,),s= 0.120 kcf <br /> Pass. Press.Coef.,Kp= 3.000 <br /> Coef.of Base Friction, <br /> u= 0.400 <br /> Uniform Surcharge,Q= 0.000 ksf <br /> Pier/Loading Data: L <br /> Number of Piers= 1 <br /> Nomenclature <br /> Pier#1 <br /> Xp(ft.)= 0.000 <br /> Yp(ft.)= 0.000 <br /> Lpx(ft.)= 0.000 <br /> Lpy(ft.)= 0.000 <br /> h(ft.)= 0.000 <br /> Pz(k)= -146.00 <br /> Hx(k)= 16.10 <br /> H 0.00 <br /> Mx(ft-k)= 2865.00 <br /> My(ft-k)= 0.00 <br /> Y <br /> II <br /> X <br /> FOOTING PLAN <br /> (continued) <br /> 1 of 2 10/16/2019 1:35 PM <br />