Laserfiche WebLink
`,!Ot 123 <br /> • <br /> 4110 <br /> StruCalc page <br /> Project:Metrostructure-Gravity ` <br /> Location:16"Cont FTG-Max <br /> •Footing <br /> of <br /> [2015 International Building Code(2015 NDS)1 <br /> Footing Size: 16.0 IN Wide x 8.0 IN Deep Continuous Footing With 8.0 IN Thick <br /> x 18.0 IN Tall Stemwall StruCalc Version 10.0.1.6 4/20/2020 7:37:31 PM <br /> LongitudinalReinforcement:(2)Continuous#4 Bars <br /> TransverseReinforcement:#4 Bars @ 12.00 IN.O.G.(unnecessary) <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= 40000 psi <br /> Concrete Reinforcement Cover: c= 3 in <br /> FOOTING SIZE <br /> Width: W= 16 in <br /> Depth: Depth= 8 in <br /> Effective Depth to Top Layer of Steel: d= 4.25 in <br /> STEMWALL SIZE <br /> Stemwall Width: 8 in <br /> Stemwall Height: 18 in <br /> Stemwall Weight: 150 pcf I 8 in I <br /> FOOTING CALCULATIONS <br /> I Bearing Calculations: 1' <br /> Ultimate Bearing Pressure: Qu= 1388 psf j <br /> Effective Allowable Soil Bearing Pressure: Qe= 1400 psf 1 <br /> Width Required: Wreq= 1.32 ft <br /> Beam Shear Calculations(One Way Shear): <br /> Beam Shear: Vu1 = 0 lb sin 0 — .0 <br /> Allowable Beam Shear: Vc1 = 3825 lb T <br /> I <br /> Transverse Direction: j 13 in <br /> Bending Calculations: 1 <br /> Factored Moment: Mu= 1310 in-lb I <br /> Nominal Moment Strength: Mn= 0 in-lb <br /> -------- —---1.333333 ft------- --. <br /> Reinforcement Calculations: <br /> Concrete Compressive Block Depth: a= 0.30 in <br /> Steel Required Based on Moment: As(1)= 0.01 in2 FOOTING LOADING <br /> Min.Code Req'd Reinf.Shrink./Temp.(ACl-10.5.4)As(2)= 0.19 in2 Live Load: PL= 1000 plf <br /> Controlling Reinforcing Steel: As-reqd= 0.19 in2 Dead Load: PD= 700 plf <br /> Selected Reinforcement: Trans:#4's @ 12.0 in.o.c. Total Load: PT= 18 plf <br /> Reinforcement Area Provided: As= 0.19 in2 Ultimate Factored Load: Pu= 262 plf <br /> Development Length Calculations: <br /> Development Length Required: Ld= 15 in <br /> Development Length Supplied: Ld-sup= 1 in <br /> Longitudinal Direction: LOADS ARE CONSERVATIVE <br /> Reinforcement Calculations: AND THUS HAVE NOT BEEN <br /> Min.Code Req'd Reinf.Shrink./Temp.(ACI-10.5.4): As(2)= 0.26 in2 REDUCED PER APPLIED <br /> Controlling Reinforcing Steel: As-reqd= 0.26 in2 LOADING FOR CURRENT <br /> Selected Reinforcement: Longitudinal:(2)Cont.#4 Bars RESIDENCE. <br /> Reinforcement Area Provided: As= 0.39 in2 <br /> Z) Ita <br />