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Square Footinq uesiqn f 94 UBC (91 NDS)1 Ver. V4010657 <br />By: Irn�„-essian Design , on: 10-04-2006 <br />Proiect: Koss - localion: for Paul Bartlow: ftg under posl <br />Summary: <br />Size: 1.0 FT x 1.0 FT x 10.00 IN <br />• Footing has been designed without reinforcement. <br />Footing Loads: <br />Live Load: <br />Dead Load: <br />TotalLoad: <br />Ultimate factored load: <br />Footing Properties: <br />Allowable soil bearinq pressure: <br />EHective soil bearinq pressure: <br />Concrele compressive slrength: <br />Selected Size: <br />Lenqth: <br />Width: <br />Area: <br />Ul�imate bearinp pressure: <br />Column Base Dimensions: <br />Lenqth: <br />Width: <br />Footing Size Selection: <br />Reauired footinq area: <br />Minimum f� �linq size required: <br />Footing depth based on shear stresses: <br />Selected foolinq depth: <br />Punching Stress Calculations: <br />Critical perimeter: <br />Punchinq shear. <br />Punchinq shearstress: <br />Allowable punchinv shear stress: <br />Beam shear stress calculalions: <br />Beam shear. <br />Beam shear stress: <br />Allowable beam shear slress: <br />Bending Reauirements: <br />Factored n�omenC <br />hcminal momenl strength: <br />I �. {� � i_ �z <br />PL= 8S3 LB <br />PD= 700 LB <br />PT= 1516 LB <br />Pu= 2367 LB <br />�s= <br />Qe= <br />F'c= <br />L= <br />W= <br />A= <br />Qu= <br />2000 PSF <br />1875 PSF <br />2500 PSI <br />1.0 FT <br />1.0 FT <br />1.0 SF <br />2367 PSF <br />1= 2.00 IN <br />w= 2.00 IN <br />Areq= 0.81 SF <br />Lreq= 0.9 FT <br />D= 10.00 IN <br />Bo= 48.00 IN <br />Vu1= 0 LB <br />vut= 0 PSI <br />vc1= 200 PSI <br />Vu2= 0 LB <br />vu2= 0 PSI <br />vc2= 100 PSI <br />Mu= 2466 IN-LB <br />Mn= 32500 IN-LB <br />S <br />