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page <br /> Project:Tan Beams Dan Parrent <br /> Location:FTG5 Perco Engineering,PC <br /> Footing 9920-271st St NW of <br /> [2015 International Building Code(2015 NDS)] Stanwood,Wa 98292 <br /> Footing Size: 1.0 FT Round Diameter X 24.00 IN Deep <br /> Section Footing Design Adequate StruCalc Version 10.0.1.6 11/17/2018 10:15:49 AM <br /> CAUTIONS <br /> *Footing has been designed without reinforcement <br /> FOOTING PROPERTIES LOADING DIAGRAM <br /> Allowable Soil Bearing Pressure: Qs= 2000 psf <br /> Concrete Compressive Strength: F'c= 2500 psi <br /> Reinforcing Steel Yield Strength: Fy= 40000 psi 1--4 in—H <br /> Concrete Reinforcement Cover: c= 3 in <br /> FOOTING SIZE <br /> Diameter: Dia.= 1 ft <br /> Effective Depth to Top Layer of Steel: d= 22 in <br /> COLUMN AND BASEPLATE SIZE <br /> Column Type: Wood <br /> Column Width: m= 4 in <br /> Column Depth: n= 4 in <br /> FOOTING CALCULATIONS <br /> Bearing Calculations: <br /> Ultimate Bearing Pressure: Qu= 1235 psf 24 in <br /> Effective Allowable Soil Bearing Pressure:Qe= 1700 psf <br /> Required Footing Area: Areq= 0.57 sf <br /> Area Provided: A= 0.79 sf <br /> Baseplate Bearing: <br /> Bearing Required: Bear= 1464 lb <br /> Allowable Bearing: Bear-A= 37400 lb <br /> Beam Shear Calculations(One Way Shear): <br /> Beam Shear: Vu1 = 0 lb <br /> Allowable Beam Shear: Vc1 = 8579 lb <br /> Punching Shear Calculations(Two Way Shear): 3 in <br /> Critical Perimeter: Bo= 0 in _ —__ L <br /> Punching Shear: Vu2= 0 lb � ____-_i ft <br /> Controlling Allowable Punching Shear: vc2= 0 lb <br /> Bending Calculations: <br /> Factored Moment: Mu= 1946 in-lb FOOTING LOADING <br /> Nominal Moment Strength: Mn= 117957 in-lb Live Load: PL= 750 lb <br /> NOTES Dead Load: PD= 220 lb* <br /> Total Load: PT= 970 lb* <br /> Ultimate Factored Load: Pu= 1464 lb <br /> Footing plus soil above footing weight: Wt= 152 lb <br /> *Load obtained from Load Tracker.See Summary Report for details. <br />