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Project Title: JACKSON AVE DUPLEX <br />Engineer: CHRIS LALONDE <br />Project ID: SDA#9902 <br />Project Descr: LATERAL, GRAVITY, FOUNDATION <br />I. Combined Footing Project Fite: 9902.ec6 <br />LIG4 KW-06014008, Build 20 22.12.28 Structural Design Associates ic) ENERCALC INC ,983.2022 <br />DESCRIPTION: FRONT GARAGE FOOTING <br />Code References <br />Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 <br />Load Combinations Used: IBC 2021 <br />General Information <br />Material Properties Analysis/Design Settings <br />fc Concrete 28 day strength 2.50 ksi Calculate footing weight as dead load ? Yes <br />fy : Rebar Yield 60.0 ksi Calculate Pedestal weight as dead load ? No <br />Ec : Concrete Elastic Modulus 2,850.0 ksi Min Steel % Bending Reinf (based on 'd') <br />Concrete Density 145.0 pcf Min Allow % Temp Reinf (based on thick) 0.00180 <br />:Phi Values Flexure : 0.90 Min. Overturning Safety Factor 1.50: 1 <br />Shear : 0.750 Min. Sliding Safety Factor 1.0: 1 <br />Soil Information <br />Allowable Soil Bearing <br />1.50 ksf Soil Bearing Increase <br />Increase Bearing By Footing Weight <br />No Footing base depth below soil surface <br />0.50 ft <br />Soil Passive Sliding Resistance <br />Increases based on footing Depth .... <br />150.0 pcf Allowable pressure increase per foot <br />ksf <br />(Uses entry for "Footing base depth <br />below soil surface" for force) when base of footing is below <br />ft <br />Coefficient of Soil/Concrete Friction <br />0.250 Increases based on footing Width ... <br />Allowable pressure increase per foot <br />ksf <br />when maximum length or width is greater tha <br />ft <br />Maximum Allowed Bearing Pressure <br />10.0 ksf <br />(A value of zero implies no limit) <br />Adjusted Allowable Soil Bearing <br />1.50 ksf <br />(Allowable Soil Bearing adjusted for footing weight and <br />depth & width increases as specified by user.) <br />Dimensions & Reinforcing <br />Distance Left of Column #1 = <br />0.50ft <br />Pedestal dimensions... <br />As <br />As <br />Between Columns = <br />1 &250 ft <br />Bars left of Col #1 <br />Count <br />Size # <br />Provided <br />Req'd <br />Distance Right of Column #2 = <br />0.50 ft <br />Col #1 <br />Col #2Bottom Bars <br />9.0 <br />5 <br />2.790 <br />A _. <br />0.0 to 2 <br />Total Footing Length = - <br />17. - ft <br />Sq. Dim. = 45.0 <br />45.0 in Top Bars <br />9.0 <br />5 <br />2.790 <br />0.0 inA2 <br />Height = <br />in Bars Btwn Cols <br />Footing Width = <br />4.50ft <br />Bottom Bars <br />9.0 <br />5 <br />2,790 <br />2.333inA2 <br />Footing Thickness = <br />24.0 in <br />Top Bars <br />9.0 <br />5 <br />2.790 <br />2.333 inA2 <br />Bars Right of Col #2 <br />Rebar Center to Concrete Edge @ Top <br />= 3.0 in <br />Bottom Bars <br />9.0 <br />5 <br />2.790 <br />0.0 inA2 <br />Rebar Center to Concrete Edge @ Bottom <br />= 3.0 in <br />Top Bars <br />9.0 <br />5 <br />2.790 <br />0.0 inA2 <br />Applied Loads <br />Applied @ Left Column <br />D <br />Lr L <br />S W <br />E <br />H <br />Axial Load Downward <br />k <br />_ <br />Moment (+CW) = <br />34.40 <br />27.70 <br />k-ft <br />Shear (+X) = <br />2.663 <br />2.048 <br />k <br />Applied @ Right Column <br />Axial Load Downward = <br />k <br />Moment (+CW) = <br />34.40 <br />27.70 <br />k-ft <br />Shear (+X) = <br />2.663 <br />2.048 <br />k <br />Overburden <br />0 <br />W131 <br />N s� <br />i� <br />.. <br />--------- <br />b" <br />_ ---- <br />16.3 <br />