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page <br /> Project:SURINDER <br /> Location: 12x12x10 FTG©ENTRY DECK � > AmericanHomePlanners <br /> Footing 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] .',-_ Everett WA 98201 <br /> Footing Size: 1.0 FT x 1.0 FT x 10.00 IN <br /> Reinforcement:#4 Bars @ 5.50 IN.O.C.E/W/(2)min. StruCalc Version 9.0.2.5 2/17/2017 1:58:44 PM <br /> Section Footing Design Adequate <br /> FOOTING PROPERTIES Lit ADING DIAGRAM <br /> Allowable Soil Bearing Pressure: Qs= 1500 psf <br /> Concrete Compressive Strength: Pc= 2500 psi <br /> Reinforcing Steel Yield Strength: Fy= 40000 psi <br /> in-- <br /> Concrete <br /> Reinforcement Cover: c= 3 in <br /> FOOTING mg <br /> Width: W= 1 ft <br /> Length: L= 1 ft <br /> Depth: Depth= 10 in <br /> Effective Depth to Top Layer of Steel: d= 6.25 in <br /> COLUMN AND BASEPLATE s <br /> Column Type: Steel <br /> Column Width: m= 4 in <br /> Column Depth: n= 4 in <br /> Baseplate Width: bsw= 6 in <br /> Baseplate Length: bsl= 6 in <br /> FOOTING CALCULATIONS to in <br /> Bearing Calculations: ) �) <br /> Ultimate Bearing Pressure: Qu= 939 psf r <br /> Effective Allowable Soil Bearing Pressure: Qe= 1375 psf <br /> Required Footing Area: Areq= 0.68 sf <br /> Area Provided: A= 1.00 sf <br /> 31n <br /> Baseplate Bearing: <br /> Bearing Required: Bear= 1391 lb <br /> Allowable Bearing: Bear-A= 99450 lb <br /> Beam Shear Calculations(One Way Shear): <br /> � — 1 <br /> Beam Shear: Vu1 = 0 lb lit <br /> Allowable Beam Shear: Vc1= 5625 lb <br /> Punching Shear Calculations(Two Way Shear): FOOTING LOADING <br /> Critical Perimeter: Bo= 45 in Live Load: PL= 660 lb <br /> Punching Shear: Vu2= 168 lb Dead Load: PD= 279 lb <br /> Allowable Punching Shear(ACI 11-35): vc2-a= 63281 lb Total Load: PT= 939 lb <br /> Allowable Punching Shear(ACI 11-36): vc2-b= 79688 lb Ultimate Factored Load: Pu= 1391 lb <br /> Allowable Punching Shear(ACI 11-37): vc2-c= 42188 lb Weight to resist uplift w/1.5 F.S.: U.R.= 81 lb <br /> Controlling Allowable Punching Shear: vc2= 42188 lb <br /> Bending Calculations: <br /> Factored Moment: Mu= 710 in-lb <br /> Nominal Moment Strength: Mn= 83963 in-lb <br /> Reinforcement Calculations: <br /> Concrete Compressive Block Depth: a= 0.62 in <br /> Steel Required Based on Moment: As(1)= 0.00 in2 <br /> Min.Code Req'd Reinf.Shrink./Temp.(ACI-10.5.4):As(2)= 0.24 in2 <br /> Controlling Reinforcing Steel: As-reqd= 0.24 in2 <br /> Selected Reinforcement: #4's @ 5.5 in.o.c.e/w(2)Min. <br /> Reinforcement Area Provided: As= 0.39 in2 <br /> Development Length Calculations: <br /> Development Length Required: Ld= 15 in <br /> Development Length Supplied: Ld-sup= 0.5 in <br /> Note:Plain concrete adequate for bending, <br /> therefore adequate development length not required. <br /> NOTES <br />