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Project:MCDOUGALL AVE EVERETT • B2 Engineers • 7 of 12 page <br /> Location:F-1': StruCalc Version 11.1.8.0 7/8/2024 5:01:31 PM <br /> Footing of <br /> Footing[2018 International Building Code(2018 NDS)] <br /> Footing Size:3.125 FT x 3.125 FT x 10.00 IN <br /> Reinforcement:#4 Bars©10.00 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= 3.13 ft <br /> Length: L= 3.13 ft <br /> Depth: Depth= 10 in <br /> Effective Depth to Top Layer of Steel: d= 6.25 in <br /> COLUMN AND BASEPLATE SIZE <br /> Column Type: Wood <br /> Column Width: m= 5.5 in <br /> Column Depth: n= 5.5 in <br /> FOOTING CALCULATIONS <br /> Bearing Calculations: <br /> Ultimate Bearing Pressure: Qu= 1346 psf <br /> Effective Allowable Soil Bearing Pressure: Qe= 1375 psf F-5.5 in- <br /> Required Footing Area: Areq= 9.56 sf <br /> Area Provided: A= 9.77 sf <br /> Baseplate Bearing: <br /> Bearing Required: Bear= 19081 lb <br /> Allowable Bearing: Bear-A= 83566 lb 10 in <br /> Beam Shear Calculations(One Way Shear): ° l _r_ <br /> Beam Shear: Vu1 = 6360 lb 3 in <br /> Allowable Beam Shear: Vc1 = 17578 lb <br /> Punching Shear Calculations(Two Way Shear): I 3.125 ft <br /> Critical Perimeter: Bo= 47 in <br /> Punching Shear: Vu2= 17207 lb <br /> Allowable Punching Shear(ACI 11-35): vc2-a= 66094 lb FOOTING LOADING <br /> Allowable Punching Shear(ACI 11-36): vc2-b= 80625 lb Live Load: PL= 8270 lb* <br /> Allowable Punching Shear(ACI 11-37): vc2-c= 44063 lb Dead Load: PD= 4874 lb* <br /> Controlling Allowable Punching Shear: vc2= 44063 lb Total Load: PT= 13144 lb* <br /> Bending Calculations: Ultimate Factored Load: Pu= 19081 lb <br /> Factored Moment: Mu= 89441 in-lb Footing plus soil above footing weight: Wt= 787 lb <br /> Nominal Moment Strength: Mn= 252532 in-lb *Load obtained from Load Tracker.See Summary Report for details. <br /> Reinforcement Calculations: <br /> Concrete Compressive Block Depth: a= 0.59 in <br /> Steel Required Based on Moment: As(1)= 0.27 in2 <br /> Min.Code Req'd Reinf.Flex.Members(ACI-150.1): As(2)= 0.68 in2 <br /> Controlling Reinforcing Steel: As-reqd= 0.68 in2 <br /> Selected Reinforcement: #4's c 10.0 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= 15.75 in <br />