InputCombined Footing Analysis and DesignDimensions:Col.1Col.2Length, x (m)0.460.46Ratio, b/aWidth, y (m)0.460.46Distance, Xa (m)Distance, Xp (m)5.48Distance, Xb (m)0.23Distance, Xa (m)0.23Material Properties:Conc comp strength f'c, (Mpa)21Steel tensile strength fy, (Mpa)400Allow soil pressure, qa (kPa)192Loads:Working loadsCol. LoadDeadLiveWindSeismicP1 (kN)120081600P2 (kN)90066000M1 (kN.m)0000M2 (kN.m)0000Factored Loads:Load casesCol. Load1234P1 (kN)3067.210802300.42300.4Case 1:1.4D+1.7LP2 (kN)23828101786.51786.5Case 2:0.9D+1.3WM1 (kN.m)0000Case 3:0.75(1.4D+1.7L+1.7W)M2 (kN.m)0000Case 4:0.75(1.4D+1.7L+1.87E)Suggested Footing Dimensions:Left width, b (m)4.2399997711Distance, Xb (m)0.23Length, L (m)5.9400000572Right width, a (m)2.0299999714Distance, Xa (m)0.23Effect. depth, d (m)0.8500000238Area, (m2)18.6218994146User Input Footing Dimensions:Left width, b (m)4.2399997711Distance, Xb (m)0.2300000042Length, L (m)5.9400000572Right width, a (m)2.0299999714Distance, Xa (m)0.2300000042Effect. depth, d (m)0.8500000238Area, (m2)18.6218994146Check User Input Dimensions:Allowable soil pressure, qa (kPa)192Maximum soil pressure, qmax (kPa)192.1121063232(qmax > qa) soil failure, increase areaMinimum soil pressure, qmin (kPa)107.1292953491(qmin > 0) OkCheck User Input Effective Depth:Maximum wide beam shear, Vw (kN/m width)598.5595703125Wide beam shear strength, Vc1 (kN/m width)649.1982416616Maximum punching shear, Vp (kN/m width)2303.5336914062Punching shear strength, Vc2 (kN/m width)3999.0612792969Vw < Vc1, OKVp < Vc2, OKArea of Steel:Use area of steel, As (cm2)38for bottom reinforcementAs (cm2)29.75for top reinforcement

Minimum Xb = 0.5x1Minimum Xa = 0.5x2, or enter the ratio b/aNot less than suggested area

Calculations0004.239999771129.750.5939999819-585.2280273438-224.48225402834.018999576629.752.82999920851.1879999638-440.8912963867-551.92486572273.797999858929.751.7819999456-289.2628173828-810.44824218753.576999902729.752.3759999275-128.9232788086-993.11895751953.355999946633.9765777588-1092.721801757837.57052230832.969999790241.9467849731-1091.06115722663.134999990537.51029586790.000781730929.753.5639996529225.7188110352-1092.72180175782.914000034337.57052230834.1579995155425.5425415039-982.7703247072.693000078233.60531616214.7519993782645.694519043-740.41174316412.472000122129.755.3459992409892.1301269531-336.70272827152.251000404429.755.9399991035-0.00012026630.00078173092.030000448229.75

OutputCombined Footing Analysis and DesignIssue:DesignPageDate:1 of 1Project:TitleRevised by:Checked by:Dimensions:Col.1Col.2Length, x (m)0.460.46Ratio, b/aWidth, y (m)0.460.46Distance, Xa (m)Distance, Xp (m)5.48Left width, b (m)4.2899999619Distance, Xb (m)0.2300000042Right width, a (m)2.0499999523Distance, Xa (m)0.2300000042Length, L (m)5.9400000572Eff. depth, d (m)0.8500000238Area, (m2)18.6218994146Material Properties:Conc comp strength f'c, (Mpa)21Steel comp strength fy, (Mpa)400Allow soil pressure, qa (kPa)192Loads:Working loadsCol. LoadDeadLiveWindSeismicP1 (kN)120081600P2 (kN)90066000M1 (kN.m)0000M2 (kN.m)0000Checkings:Allowable soil pressure, qa (kPa)192Maximum soil pressure, qmax (kPa)192.1121063232(qmax > qa) soil failure, increase areaMinimum soil pressure, qmin (kPa)107.1292953491(qmin > 0) OkMaximum wide beam shear, Vw (kN/m width)598.5595703125Maximum punching shear, Vp (kN/m width)2303.5336914062Wide beam shear strength, Vc1 (kN/m width)649.1982416616Vw < Vc1, OKPunching shear strength, Vc2 (kN/m width)3999.0612792969Vp < Vc2, OKArea of Steel:Use area of steel, As (cm2)38for bottom reinforcementAs (cm2)29.75for top reinforcementDetails:xV, kNM, kN-mb, mAs, cm2/m0004.239999771129.750.5939999819-2352.0311940906-902.1940838874.018999576629.751.1879999638-1674.5050814477-2096.21056211393.797999858929.751.7819999456-1034.6930696403-2898.97328346853.576999902729.752.3759999275-432.6665167964-3332.90716839733.355999946633.97657775882.9699997902131.5031704908-3420.47671750013.134999990537.51029586793.5639996529657.7446231059-3184.19136783792.914000034337.57052230834.15799951551145.986097548-2646.600561292.693000078233.60531616214.75199937821596.1569298944-1830.29791948392.472000122129.755.34599924092008.1852765114-757.91797748752.251000404429.755.9399991035-0.000.002.030000448229.75

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MBD000040C1.unknown

MBD00050F5B.unknown