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Project:MARVIN StruCalc 9.0 page <br /> Location:FTG#01 <br /> g of Footin <br /> [2015 International Building Code(2015 NDS)] w . <br /> Footing Size:2.0 FT x 3.0 FT x 12.00 IN <br /> Section Footing Design Adequate StruCalc Version 10.0.1.6 9/25/2019 1:53:06 PM <br /> CAUTIONS <br /> *Footing has been designed without reinforcement <br /> FOOTING PROPERTIES LOADING DIAGRAM <br /> Allowable Soil Bearing Pressure: Qs= 1500 psf <br /> Concrete Compressive Strength: F'c= 2500 psi <br /> Reinforcing Steel Yield Strength: Fy= 40000 psi <br /> Concrete Reinforcement Cover: c= 3 in <br /> FOOTING SIZE f-3.5 <br /> Width: W= 2 ft I I <br /> Length: L= 3 ft <br /> Depth: Depth= 12 in <br /> Effective Depth to Top Layer of Steel: d= 10 in <br /> COLUMN AND BASEPLATE SIZE 12 in <br /> Column Type: Wood <br /> Column Width: m= 5.5 in T <br /> Column Depth: n= 3.5 in 3 in <br /> FOOTING CALCULATIONS I 3ft <br /> Bearing Calculations: <br /> Ultimate Bearing Pressure: Qu= 1338 psf <br /> Effective Allowable Soil Bearing Pressure:Qe= 1350 psf <br /> Required Footing Area: Areq= 5.94 sf <br /> Area Provided: A= 6.00 sf <br /> Baseplate Bearing: <br /> Bearing Required: Bear= 11613 lb 12 in <br /> Allowable Bearing: Bear-A= 44997 lb <br /> Beam Shear Calculations(One Way Shear): 3 <br /> In <br /> Beam Shear: Vu1 = 2581 lb <br /> Allowable Beam Shear: Vc1= 8800 lb z ft <br /> Punching Shear Calculations(Two Way Shear): <br /> Critical Perimeter: Bo= 58 in <br /> Punching Shear: Vu2= 8801 lb FOOTING LOADING <br /> Controlling Allowable Punching Shear: vc2= 42427 lb Live Load: PL= 4958 lb <br /> Dead Load: PD= 3067 lb <br /> Total Load: PT= 8025 lb <br /> Ultimate Factored Load: Pu= 11613 lb <br /> Footing plus soil above footing weight: Wt= 580 lb <br /> Short Direction: Lona Direction: <br /> Bending Calculations: Bending Calculations: <br /> Factored Moment: Mu= 34840 in-lb Factored Moment: Mu= 52259 in-lb <br /> Nominal Moment Strength: Mn= 82500 in-lb Nominal Moment Strength: Mn= 55000 in-lb <br />