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Project:MCDOUGALL AVE EVERETT • B2 Engineers • 8 of 12 Page <br /> Location:F:2 StruCalc Version 11.1.8.0 7/8/2024 5:01:31 PM / <br /> Footing of <br /> Footing[2018 International Building Code(2018 NDS)j <br /> Footing Size:2.66 FT x 2.66 FT x 10.00 IN <br /> Reinforcement:#4 Bars @ 14.00 IN.O.C.E/W/(3)min. <br /> Section Footing Design Adequate <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= 60000 psi <br /> Concrete Reinforcement Cover: c= 1.5 in <br /> FOOTING SIZE <br /> Width: W= 2.66 ft <br /> Length: L= 2.66 ft <br /> Depth: Depth= 10 in <br /> Effective Depth to Top Layer of Steel: d= 7.75 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= 1264 psf F—s.s in--I <br /> Effective Allowable Soil Bearing Pressure: Qe= 1375 psf <br /> Required Footing Area: Areq= 6.5 sf <br /> Area Provided: A= 7.08 sf <br /> Baseplate Bearing: <br /> Bearing Required: Bear= 13229 lb 10 in <br /> Allowable Bearing: Bear-A= 83566 lb <br /> Beam Shear Calculations(One Way Shear): <br /> Beam Shear: Vu1 = 3403 lb o t _- <br /> Allowable Beam Shear: Vc1 = 18554 lb 1'5 in <br /> Punching Shear Calculations(Two Way Shear): I 2.66 ft T <br /> Critical Perimeter: Bo= 53 in <br /> Punching Shear: Vu2= 10949 lb <br /> Allowable Punching Shear(ACI 11-35): vc2-a= 92419 lb FOOTING LOADING <br /> Allowable Punching Shear(ACI 11-36): vc2-b= 120900 lb Live Load: PL= 6240 lb* <br /> Allowable Punching Shear(ACI 11-37): vc2-c= 61613 lb Dead Load: PD= 2704 lb* <br /> Controlling Allowable Punching Shear: vc2= 61613 lb Total Load: PT= 8944 lb* <br /> Bending Calculations: Ultimate Factored Load: Pu= 13229 lb <br /> Factored Moment: Mu= 52783 in-lb Footing plus soil above footing weight: Wt= 570 lb <br /> Nominal Moment Strength: Mn= 238230 in-lb *Load obtained from Load Tracker.See Summary Report for details. <br /> Reinforcement Calculations: <br /> Concrete Compressive Block Depth: a= 0.52 in <br /> Steel Required Based on Moment: As(1)= 0.13 in2 <br /> Min.Code Req'd Reinf.Flex.Members(ACI-150.1):As(2)= 0.57 in2 <br /> Controlling Reinforcing Steel: As-reqd= 0.57 in2 <br /> Selected Reinforcement: #4's @ 14.0 in.o.c.e/w(3)Min. <br /> Reinforcement Area Provided: As= 0.59 in2 <br /> Development Length Calculations: <br /> Development Length Required: Ld= 14.05 in <br /> Development Length Supplied: Ld-sup= 14.46 in <br />