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Project:MCDOUGALL AVE EVERETT B2 Engineers • 9 of 12 page <br /> Location:F-4 StruCalc Version 11.1.8.0 7/8/2024 5:01:32 PM <br /> Footing of <br /> Footing[2018 International Building Code(2018 NDS)] <br /> Footing Size:3.0 FT x 3.0 FT x 10.00 IN <br /> Reinforcement:#4 Bars©9.00 IN.O.C.E/W/(4)min. <br /> Section Footing Design Adequate <br /> FOOTING PROPERTIES LOADING DIAGRAM <br /> Allowable Soil Bearing Pressure: Qs= 1500 psf <br /> Concrete Compressive Strength: Pc= 2500 psi <br /> Reinforcing Steel Yield Strength: Fy= 60000 psi <br /> Concrete Reinforcement Cover: c= 3 in <br /> FOOTING SIZE <br /> Width: W= 3 ft <br /> Length: L= 3 ft <br /> Depth: Depth= 10 in <br /> Effective Depth to Top Layer of Steel: d= 6.25 in <br /> COLUMN AND BASEPLATE SUE <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= 1329 psf <br /> Effective Allowable Soil Bearing Pressure: Qe= 1375 psf <br /> Required Footing Area: Areq= 8.7 sf I <br /> Area Provided: A= 9.00 sf <br /> Baseplate Bearing: <br /> Bearing Required: Bear= 17350 lb <br /> Allowable Bearing: Bear-A= 44200 lb 10 in <br /> Beam Shear Calculations(One Way Shear): P " 3 <br /> Beam Shear: Vul = 5663 lb 3in <br /> Allowable Beam Shear: Vol = 16875 lb <br /> Punching Shear Calculations(Two Way Shear): 3 ft <br /> Critical Perimeter: Bo= 41 in <br /> Punching Shear: Vu2= 15944 lb <br /> Allowable Punching Shear(ACI 11-35): vc2-a= 57656 lb FOOTING LOADING <br /> Allowable Punching Shear(ACI 11-36): vc2-b= 77813 lb Live Load: PL= 7505 lb* <br /> Allowable Punching Shear(ACI 11-37): vc2-c= 38438 lb Dead Load: PD= 4452 lb* <br /> Controlling Allowable Punching Shear: vc2= 38438 lb Total Load: PT= 11957 lb* <br /> Bending Calculations: Ultimate Factored Load: Pu= 17350 lb <br /> Factored Moment: Mu= 78077 in-lb Footing plus soil above footing weight: Wt= 725 lb <br /> Nominal Moment Strength: Mn= 252009 in-lb *Load obtained from Load Tracker.See Summary Report for details. <br /> Reinforcement Calculations: <br /> Concrete Compressive Block Depth: a= 0.62 in <br /> Steel Required Based on Moment: As(1)= 0.23 in2 <br /> Min.Code Req'd Reinf.Flex.Members(ACI-150.1):As(2)= 0.65 in2 <br /> Controlling Reinforcing Steel: As-reqd= 0.65 in2 <br /> Selected Reinforcement: #4's©9.0 in.o.c.e/w(4)Min. <br /> Reinforcement Area Provided: As= 0.79 in2 <br /> Development Length Calculations: <br /> Development Length Required: Ld= 15 in <br /> Development Length Supplied: Ld-sup= 15 in <br />