Wall(Earth case)Design of wall using Moody's chart(design is based upon limit state method)PUMP HOUSE WALL OUTERyaafreeffIIxx beeddofixedx2*a =11.2mConcrete grade used =30b =15mGrade of reinf used =415f of bar to be used in wall (mm) =25a/b =0.37Clear cover (mm) c =60h /b =Pressureab4.50h1 (m)4.50a/b0.373a/b0.373h1/b1.00mh1' (m)4.50ActualUsedh1'/b1.00Rectangular Loading (due to surcharge)Pressure p at the bottom =1.91t/m2p*b2 =430.65t-m/mp*b =28.71t/mCalculation of vertical moments My at x/a =1.0y/bmom coef.fac mom(t-m/m)1000.80.0004680.30231630.60.0018441.19117790.40.00213066671.37635740.2-0.0021173333-1.36774440-0.001596-1.0309761Calculation of horizontal moments Mx at x/a = 0 & x/a = 1.0At x/a = 0At x/a = 1.0y/bmom coeffac mommom coeffac momt-m/mt-m/m1-0.005444-3.51668790.0027161.75446810.8-0.0050533333-3.2643270.00232666671.50296850.6-0.002884-1.86299190.00114266670.73813410.40.0015440.9973854-0.001316-0.85010310.20.00649733334.1971149-0.0037373333-2.4142239000-0.0003586667-0.2316897Triangular LoadingPressure p at the bottom =5.49t/m2p*b2 =1235.25t-m/mp*b =82.35t/mCalculation of vertical moments My at x/a =1.0y/bmom coef.fac mom(t-m/m)1000.8-0.0006933333-1.284660.6-0.0031706667-5.8748490.4-0.0060466667-11.20371750.2-0.0050733333-9.400252500.01987636.8277435Calculation of horizontal moments Mx at x/a = 0 & x/a = 1.0At x/a = 0At x/a = 1.0y/bmom coeffac mommom coeffac momt-m/mt-m/m10.006541333312.120-0.0044586667-8.2610.80.011605333321.503-0.0061493333-11.3940.60.01747632.381-0.0087386667-16.1920.40.020674666738.308-0.009844-18.2400.20.014442666726.760-0.0060813333-11.268000.0000.00397466677.365Resultant MomentsResultant vertical moments My at x/a =1.0 & corresponding depthy/bfac momcalculatedt-m/mdepth(mm)100.00.8-0.982343754.30.6-4.6836711118.60.4-9.8273601171.80.2-10.7679969179.8035.7967674327.9Resultant horizontal moments Mx at x/a = 0 & x/a = 1.0At x/a = 0At x/a=1.0y/bfac momdepthfac momdeptht-m/m(mm)t-m/m(mm)18.6035851160.737649267-6.5068839139.78623641790.818.238905234.0330884437-9.8909775172.3445245290.630.5178516302.7295823008-15.4535229215.42278355750.439.3049584343.5591770105-19.0898046239.4300326620.230.9575709304.9027359313-13.6821744202.70079134230007.1328708146.3558418118Input depth at the top =600mmInput depth at the bottom =600mmy/b10.80.60.40.20Depth600600600600600600(mm)Calculation of reinforcementy/bvertical reinf athorizontal reinf athorizontal reinf atx/a=1.0 (mm2/m)x/a=0 (mm2/m)x/a=1 (mm2/m)10440.3281078663332.10101358570.849.7790144934945.6758499676507.08159821540.6238.47798550641610.0311015399798.20725862470.4503.77749836212100.7778754839990.95645940070.2552.68926133721634.2733144162705.018438791701903.23504345120364.3499094766minimum reinforcement(0.35% as per BS8007)y/breinf at each face(mm2/m)18750.88750.68750.48750.28750875Calculation for crack widthsDia fcacrModular ratioYoung's modulus for steel Es (kN/mm2) =200Young's modulus for concrete Ec (kN/mm2) =13.69As per R.D. Anchor Book Topic no.modular ratio ae = Es/Ec =14.60920379843.4 & Table No. 3,4Stress levels0.45fcu =13.50.8fy =332Calculation of crack width for vertical momentslocationf (mm)c (mm)s (mm)acr (mm)As(mm2)h(mm)d(mm)raerx(mm)z(mm)fs(N/mm2)fcbchecke1e2emw(mm)checkx/a=1,y/b=12060200112.065556157315716005300.00296376670.0432982711134.70485.101411448900O.K.00.0008716912-0.0008716912-0.2394686485O.K.x/a=1,y/b=.82060200112.065556157315716005300.00296376670.0432982711134.70485.10141144898.59448365390.2004544581O.K.0.00005058190.0008716912-0.0008211093-0.22557292O.K.x/a=1,y/b=.62060200112.065556157315716005300.00296376670.0432982711134.70485.101411448940.97724117270.9557375409O.K.0.00024116720.0008716912-0.000630524-0.173215847O.K.x/a=1,y/b=.42050200106.619037896915716005400.00290888210.0424964512136.14494.618400766584.32482819271.9458272754O.K.0.0004842640.0008479287-0.0003636646-0.0934960968O.K.x/a=1,y/b=.22050200106.619037896915716005400.00290888210.0424964512136.14494.618400766592.39607375052.1320743166O.K.0.00053061590.0008479287-0.0003173127-0.0815792942O.K.x/a=1,y/b=0255010067.53905296794909600537.50.00913253680.1334190911215.05465.8160521311104.36820198334.7645833198O.K.0.00062298920.00023405330.0003889360.0722237688O.K.Calculation of crack width for horizontal momentsx/a=0,y/b=12060200112.065556157315716005300.00296376670.0432982711134.70485.101411448975.27240364781.7556248273O.K.0.00044300780.0008716912-0.0004286835-0.1177667605O.K.x/a=0,y/b=.82060200112.065556157315716005300.00296376670.0432982711134.70485.1014114489159.57141160313.72178273O.K.0.00093914060.00087169120.00006744940.0185295171O.K.x/a=0,y/b=.6206010076.023252670431426005300.00592753330.0865965421179.40470.2014554833137.73009782784.8238840038O.K.0.00082614320.00040153220.0004246110.0899848374O.K.x/a=0,y/b=.4206010076.023252670431426005300.00592753330.0865965421179.40470.2014554833177.38718427836.2128410145O.K.0.00106401730.00040153220.00066248510.1403958455O.K.x/a=0,y/b=.2206010076.023252670431426005300.00592753330.0865965421179.40470.2014554833139.7145947384.8933893846O.K.0.00083804670.00040153220.00043651450.0925074758O.K.x/a=0,y/b=0206010076.023252670431426005300.00592753330.0865965421179.40470.201455483300O.K.00.0004015322-0.0004015322-0.0850939114O.K.x/a=1,y/b=12060200112.065556157315716005300.00296376670.0432982711134.70485.101411448956.92845316431.3277775242O.K.0.00033504640.0008716912-0.0005366448-0.1474256169O.K.x/a=1,y/b=.82060200112.065556157315716005300.00296376670.0432982711134.70485.101411448986.53574552912.0183267166O.K.0.0005092970.0008716912-0.0003623943-0.09955597O.K.x/a=1,y/b=.62060200112.065556157315716005300.00296376670.0432982711134.70485.1014114489135.20222093343.1534050233O.K.0.00079571830.0008716912-0.0000759729-0.0208710649O.K.x/a=1,y/b=.4206010076.023252670431426005300.00592753330.0865965421179.40470.201455483386.1541857383.0174798754O.K.0.00051677660.00040153220.00011524440.0244229428O.K.x/a=1,y/b=.2206010076.023252670431426005300.00592753330.0865965421179.40470.201455483361.74901311232.1627086693O.K.0.00037038760.0004015322-0.0000311446-0.0066002479O.K.x/a=1,y/b=0206010076.023252670431426005300.00592753330.0865965421179.40470.201455483332.1913549471.1274758723O.K.0.00019309260.0004015322-0.0002084396-0.0441731379O.K.LocationCoeff for UNIFORMShear Rx for rectanCoeff for triangularShear Rx for triangularResultant shear RxDepthtvAs provided% Astcchecksurchargesurcharge(t/m)loadingloading (t/m)(t/m)(mm)(N/mm2)Check for shear Rxx/a=0,y/b=10.12713733335.4750.0188442.3287.8036000.1515710.300.44okx/a=0,y/b=.80.11683066675.0310.088017333310.87215.9046000.3015710.300.44okx/a=0,y/b=.60.12855866675.5360.153318.93624.4736000.4631420.590.54okx/a=0,y/b=.40.1496726.4460.209909333325.92932.3756000.6131420.590.54Resizex/a=0,y/b=.20.1680047.2350.168837333320.85628.0916000.5331420.590.54okx/a=0,y/b=00.06008666672.5880.01046933331.2933.8816000.0731420.590.54okCheck for shear Ryx/a=1,y/b=00.12067866675.1970.263573333332.55837.7556000.7149090.920.64Resize

Soil HtSewage Ht.

Wall(Sewage case)Triangular Loading (due to water pressure)PUMP HOUSE WALL OUTSIDEb=4.50mPressure p at bottom (TRI)=4.5t/m2UNIFORM P6.50p*b2 =91.13t-m/mp*b2 =131.625p*b =20.25t/mp*b =29.252a=11.20ma/b =1.24Calculation of vertical moments My at x/a =1.0 & corresponding depthTRIANGULARy/bmom coef.fac momentsmom coef.fac momentsTotal Mdepth(t-m/m)(t-m/m)(mm)100.000.000.000.000.00.8-0.0006933333-0.090.000.00-0.0916.50.6-0.0031706667-0.430.000.02-0.4235.30.4-0.0060466667-0.830.000.02-0.8149.20.2-0.0050733333-0.69-0.00-0.02-0.7146.300.0198762.72-0.00-0.022.7090.1Calculation of horizontal moments at Mx at x/a = 0 & x/a = 1.0TRIANGULARUNIFORMy/bAt x/a = 0mom coeffac momentCOEFMOMTOTALdepth(t-m/m)(mm)10.00654133330.89-0.005444-1.075-0.1807312523.30.80.01160533331.59-0.0050533333-0.9980.5885865042.00.60.0174762.39-0.002884-0.5691.8193410073.90.40.02067466672.830.0015440.3053.1308120097.00.20.01444266671.970.00649733331.2833.2569492598.900000.0000.000000000.0TRIANGULARUNIFORMy/bAt x/a = 1.0mom coeffac momentCOEFMOMTOTALdepth(t-m/m)(mm)1-0.0044586667-0.610.0027160.53624-0.0714.80.8-0.0061493333-0.840.00232666670.45937-0.3833.80.6-0.0087386667-1.190.00114266670.22561-0.9753.90.4-0.009844-1.35-0.001316-0.25983-1.6169.40.2-0.0060813333-0.83-0.0037373333-0.73789-1.5768.600.00397466670.54-0.0003586667-0.070810.4737.7Provide value of tension at different levelsLength of Cross Wall =5.0my/btensionfac tension(t/m)(t/m)10.2071080.3106620.81.408222.112330.65.5348048.3022060.413.64140820.4621120.217.85247226.77870806.1923849.288576Input depth at top (mm) =600Input depth at bottom (mm) =600y/b10.80.60.40.20Depth mm600600600600600600Min renf875875875875875875Each Face mm^2Calculation of vertical reinforcementy/bVertical reinfat x/a = 1.0 (mm2/m)10.00.84.60.621.20.441.20.236.50138.5Calculation of crack width for vertical momentsLocationf (mm)c(mm)s(mm)acr(mm)As(mm2)h(mm)d(mm)raerx(mm)z(mm)fs(N/mm2)fcbchecke1e2emw(mm)checkx/a=1,y/b=12060200112.065556157315716005300.00296376670.0432982711134.6957656534485.101411448900O.K.00.0008716912-0.0008716912-0.2394686485O.K.x/a=1,y/b=.82060200112.065556157315716005300.00296376670.0432982711134.6957656534485.10141144890.82913873820.0193385156O.K.0.00000487980.0008716912-0.0008668114-0.2381280809O.K.x/a=1,y/b=.62060200112.065556157315716005300.00296376670.0432982711134.6957656534485.10141144893.79171522960.0884365195O.K.0.00002231570.0008716912-0.0008493755-0.2333381295O.K.x/a=1,y/b=.42060200112.065556157315716005300.00296376670.0432982711134.6957656534485.10141144897.23104649550.1686541699O.K.0.00004255760.0008716912-0.0008291337-0.2277773517O.K.x/a=1,y/b=.22060200112.065556157315716005300.00296376670.0432982711134.6957656534485.10141144896.06706326690.1415058691O.K.0.00003570710.0008716912-0.0008359842-0.2296593025O.K.x/a=1,y/b=0206010076.023252670431426005300.00592753330.0865965421179.3956335502470.201455483312.26119184210.4294382138O.K.0.0000735460.0004015322-0.0003279862-0.0695078183O.K.Calulation of reinforcment for horizontal moments & tensiony/bHorizontal reinfHorizontal reinfreinf due to tensionReinf atReinf atat x/a=0,(mm2/m)at x/a=1,(mm2/m)equally on each facex/a =0x/a =1AB(mm2/m)CD=A+CE=B+C19.23.74.313.58.00.830.119.529.359.448.70.693.249.6115.0208.2164.50.4160.782.2283.4444.0365.60.2167.280.4370.8538.0451.200.024.2128.6128.6152.8Calculation of crack width for combined horizontal moment and tensionLocationAbs momTensionDepthM/(T*h)0.5*(1-2a1)2checkcrack widthfinal reinforcement(t-m/m) Mt/m T(mm) h(mm) a1(mm)(mm2)x/a=0,y/b=10.180.316000.10000.9700.320bending is governing-0.0883142x/a=0,y/b=.80.592.116000.10000.4640.320bending is governing-0.0843142x/a=0,y/b=.61.828.306000.10000.3650.320bending is governing-0.0813142x/a=0,y/b=.43.1320.466000.10000.2550.320tension is governing0.0000x/a=0,y/b=.23.2626.786000.10000.2030.320tension is governing0.0000x/a=0,y/b=00.009.296000.10000.0000.320tension is governing-0.2203142x/a=1,y/b=10.070.316000.10000.3930.320bending is governing0.0000x/a=1,y/b=.80.382.116000.10000.3010.320tension is governing-0.2133142x/a=1,y/b=.60.978.306000.10000.1940.320tension is governing-0.2023142x/a=1,y/b=.41.6120.466000.10000.1310.320tension is governing-0.1833142x/a=1,y/b=.21.5726.786000.10000.0980.320tension is governing-0.1766284x/a=1,y/b=00.479.296000.10000.0850.320tension is governing0.0000Check for shearLocationCoeffShear RxDepthtvAs provided% Astccheck(t/m)(mm)(N/mm2)(mm2)(N/mm2)Check for shear Rxx/a=0,y/b=1.00.0188440.576000.0131420.590.58O.K.x/a=0,y/b=.80.08801733332.676000.0531420.590.58O.K.x/a=0,y/b=.60.15334.666000.0931420.590.58O.K.x/a=0,y/b=.40.20990933336.386000.1200.000.58O.K.x/a=0,y/b=.20.16883733335.136000.1000.000.58O.K.x/a=0,y/b=00.01046933330.326000.0131420.590.58O.K.Check for shear Ryx/a=1,y/b=00.26357333338.016000.1431420.590.58O.K.

Ben-crackCalculation of crack width when bending moment is predominantLocationAbs BMTensionDepthClear cova1M/(T*h)0.5(1-2a1)2Ast calAsc calAst providedAsc providedrtrcx1=x/hfcMcalcheckfste1e2fsacremwFactFacthaServicex/a=0,y/b=10.180.3600600.1000.9700.32013.54.3314231420.00523666670.00523666670.240.02800731150.1552800407McalNEQ M,redesign1.15530159770.00000665170.00041779992010076.0232526704-0.0004111482-0.0876132292x/a=0,y/b=.80.592.1600600.1000.4640.32059.429.3314231420.00523666670.00523666670.210.13831248460.8157082713McalNEQ M,redesign6.81682959930.00003902390.00043180752010076.0232526704-0.0003927836-0.0839090821x/a=0,y/b=.61.828.3600600.1000.3650.320208.2115.0314231420.00523666670.00523666670.100.15948605351.5772468951McalNEQ M,redesign19.13832641770.00010765310.00048337052010076.0232526704-0.0003757174-0.0808893617x/a=0,y/b=.43.1320.5600600.1000.2550.3200.00.0314231420.00523666670.00523666670.1200McalNEQ M,redesign000.000473975420100000x/a=0,y/b=.23.2626.8600600.1000.2030.3200.00.0314231420.00523666670.00523666670.2000McalNEQ M,redesign000.000436482720100000x/a=0,y/b=00.009.3600600.1000.0000.3200.00.000000.2500McalNEQ M,redesign000000x/a=1,y/b=10.070.3600600.1000.3930.3208.04.300000.20-0.069036-0.1078618464McalNEQ M,redesign-3.62439-0.000020710802010076.023252670400x/a=1,y/b=.80.382.1600600.1000.3010.3200.00.000000.1500McalNEQ M,redesign00020100000x/a=1,y/b=.60.978.3600600.1000.1940.3200.00.000000.1400McalNEQ M,redesign00020100000x/a=1,y/b=.41.6120.5600600.1000.1310.3200.00.000000.1200McalNEQ M,redesign00020100000x/a=1,y/b=.21.5726.8600600.1000.0980.3200.00.0314231420.00523666670.00523666670.0800McalNEQ M,redesign000.00049277320100000x/a=1,y/b=00.479.3600600.1000.0850.3200.00.0314231420.00523666670.00523666670.1300McalNEQ M,redesign000.000469280920100000

tension-crackcalculation of crack width when tension is predominant across the sectionLocationAbs BMTensionDeptha1M/(T*h)0.5(1-2a1)2Tensile steelfspacingclearacrActual AsSteel ratiofs1fs2es1ege1e2emwMThon EF As(mm2/m)covon EFr1=r2x/a=0,y/b=10.180.36000.10.96960281590.320201006000000000000x/a=0,y/b=.80.592.16000.10.46440541960.320201006000000000000x/a=0,y/b=.61.828.36000.10.36523244540.3206000000000000x/a=0,y/b=.43.1320.56000.10.25500886710.32545.656326000000000000x/a=0,y/b=.23.2626.86000.10.20270764180.32714.098886000000000000x/a=0,y/b=00.009.36000.100.32247.69536201006076.023252670431420.00523598780.098554852319.61241561020.0000004928-0.0000001951-0.00000926420.0009549297-0.0009641938-0.21990345x/a=1,y/b=10.070.36000.10.39272988010.320201006000000000000x/a=1,y/b=.80.382.16000.10.30074668730.3256.3288201006076.023252670431420.00523598783.92637432990.55612914930.00001963190.00000003370.0000213170.0009549297-0.0009336127-0.2129288144x/a=1,y/b=.60.978.36000.10.19449875730.32221.39216201006076.023252670431420.005235987813.09222129834.52560701460.00006546110.00000008570.00006974440.0009549297-0.0008851852-0.2018839846x/a=1,y/b=.41.6120.56000.10.13076032910.32545.65632201006076.023252670431420.005235987828.808310777214.61363950150.00014404160.00000014190.00015113890.0009549297-0.0008037908-0.1833203662x/a=1,y/b=.21.5726.86000.10.09766042480.32714.09888201006076.023252670431420.005235987835.350178156621.47600514760.00017675090.00000013870.0001836880.0009549297-0.0007712417-0.1758969036x/a=1,y/b=00.479.36000.10.08477671930.32247.695366000000000000

MOODY CHARTTable 4 : Moody's Chart Load IV, Uniformly Varying LoadTable 1 : Moody's Chart Load I, Uniform loada/b=0.125MxMya/b=0.125MxMyy/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.00820.00040.00020.0000-0.0001-0.0002-0.00020.00000.00000.00000.00000.00000.00001.00.12490.00520.00240.0002-0.0014-0.0024-0.00270.00000.00000.00000.00000.00000.00000.80.02510.00110.00050.0000-0.0003-0.0005-0.00050.00020.00010.00000.0000-0.0001-0.00010.80.12480.00510.00230.0002-0.0014-0.0023-0.00260.00100.00050.0000-0.0003-0.0005-0.00050.60.04960.00210.00090.0001-0.0006-0.0009-0.00110.00040.00020.0000-0.0001-0.0002-0.00020.60.12470.00520.00230.0002-0.0014-0.0023-0.00270.00100.00050.0000-0.0003-0.0005-0.00050.40.07510.00310.00140.0001-0.0008-0.0014-0.00160.00060.00030.0000-0.0002-0.0003-0.00030.40.12500.00510.00230.0001-0.0014-0.0023-0.00270.00100.00050.0000-0.0003-0.0005-0.00060.20.09420.00380.00160.0000-0.0010-0.0017-0.00190.00080.00030.0000-0.0003-0.0005-0.00050.20.11850.00480.00210.0001-0.0013-0.0021-0.00240.00100.0004-0.0001-0.0004-0.0006-0.000700.04600.00000.00010.00030.00050.00060.00060.00000.00050.00140.00230.00280.00300.05040.00000.00010.00030.00050.00060.00070.00000.00060.00160.00250.00310.0033Ry0.04600.01360.05430.08390.10040.1056Ry0.05040.01160.05680.08930.10840.1141a/b=0.25a/b=0.25y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.01470.00220.00120.0002-0.0006-0.0012-0.00140.00000.00000.00000.00000.00000.00001.00.24830.02090.00960.0007-0.0057-0.0096-0.01090.00000.00000.00000.00000.00000.00000.80.05230.00460.00220.0002-0.0012-0.0021-0.00240.00090.00050.00020.0000-0.0002-0.00020.80.25230.02060.00930.0006-0.0056-0.0093-0.01050.00410.00190.0002-0.0009-0.0016-0.00190.60.10150.00830.00370.0002-0.0023-0.0038-0.00420.00170.00070.0000-0.0005-0.0009-0.00100.60.25130.02050.00930.0006-0.0056-0.0093-0.01050.00410.00180.0000-0.0013-0.0021-0.00230.40.15140.01140.00490.0001-0.0032-0.0051-0.00570.00230.0008-0.0004-0.0013-0.0019-0.00210.40.25120.01960.00850.0003-0.0054-0.0088-0.00990.00390.0016-0.0004-0.0018-0.0027-0.00300.20.14940.01020.0037-0.0004-0.0030-0.0043-0.00470.00200.0004-0.0011-0.0022-0.0029-0.00310.20.19050.01370.0053-0.0003-0.0039-0.0059-0.00650.00270.0007-0.0011-0.0024-0.0032-0.003400.03040.00000.00040.00100.00160.00200.00210.00000.00200.00520.00810.01000.01070.00.02950.00000.00050.00130.00200.00250.00270.00000.00230.00630.01010.01260.0135Ry0.03040.03090.10520.15630.18560.1950Ry0.02950.02360.11310.17860.21740.2301a/b=0.375a/b=0.375y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.01890.00660.00400.0008-0.0020-0.0039-0.00450.00000.00000.00000.00000.00000.00001.00.37110.04760.02190.0016-0.0130-0.0218-0.02470.00000.00000.00000.00000.00000.00000.80.08850.01170.00560.0006-0.0031-0.0054-0.00620.00230.00120.0004-0.0002-0.0005-0.00070.80.38960.04660.02080.0012-0.0126-0.0208-0.02350.00930.00420.0004-0.0022-0.0038-0.00430.60.15400.01760.00750.0001-0.0049-0.0079-0.00880.00350.0013-0.0006-0.0020-0.0029-0.00320.60.37570.04420.01930.0007-0.0122-0.0198-0.02230.00880.0036-0.0007-0.0039-0.0059-0.00650.40.21070.02080.0079-0.0007-0.0061-0.0090-0.00990.00420.0009-0.0019-0.0042-0.0056-0.00610.40.35410.03790.0155-0.0003-0.0107-0.0167-0.01860.00760.0024-0.0021-0.0054-0.0075-0.00820.20.16910.01450.0045-0.0012-0.0042-0.0057-0.00610.00290.0001-0.0022-0.0039-0.0048-0.00510.20.21330.02100.0075-0.0009-0.0059-0.0085-0.00930.00420.0009-0.0017-0.0034-0.0044-0.004700.01020.00000.00080.00200.00300.00380.00400.00000.00390.00990.01520.01880.02000-0.00150.00000.00100.00270.00430.00540.00580.00000.00500.01350.02150.02690.0288Ry0.01020.04740.14880.21540.25260.2645Ry-0.00150.03030.16660.26440.32200.3410a/b=0.5a/b=0.5y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.03260.01510.00880.0015-0.0046-0.0084-0.00970.00000.00000.00000.00000.00000.00001.00.51010.08520.03840.0022-0.0233-0.0383-0.04320.00000.00000.00000.00000.00000.00000.80.13150.02160.00990.0007-0.0059-0.0099-0.01120.00430.00200.0002-0.0011-0.0019-0.00220.80.53310.08070.03490.0013-0.0218-0.0353-0.03970.01610.0068-0.0001-0.0049-0.0077-0.00860.60.19720.02730.0108-0.0005-0.0079-0.0119-0.01320.00550.0015-0.0020-0.0047-0.0064-0.00700.60.48050.07120.02980.0000-0.0199-0.0313-0.03500.01420.0051-0.0026-0.0084-0.0120-0.01320.40.24210.02770.0092-0.0019-0.0082-0.0115-0.01250.00550.0004-0.0042-0.0076-0.0097-0.01040.40.41480.05450.0209-0.0014-0.0156-0.0233-0.02580.01090.0026-0.0043-0.0094-0.0125-0.01350.20.16070.01600.0041-0.0017-0.0044-0.0055-0.00580.0032-0.0002-0.0026-0.0039-0.0044-0.00460.20.19280.02500.0087-0.0009-0.0063-0.0089-0.00960.00500.0015-0.0003-0.0008-0.0008-0.00070-0.00450.00000.00140.00330.00500.00610.00650.00000.00680.01670.02520.03070.03250.0-0.02940.00000.00190.00500.00800.01000.01070.00000.00940.02520.03990.04990.0534Ry-0.00450.07440.19420.26990.31080.3236Ry-0.02940.04820.22630.35590.43220.4572a/b=0.75a/b=0.75y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.10610.04060.01960.0013-0.0115-0.0190-0.02140.00000.00000.00000.00000.00000.00001.00.85920.17880.0716-0.0010-0.0471-0.0726-0.08070.00000.00000.00000.00000.00000.00000.80.20770.04330.0177-0.0003-0.0119-0.0184-0.02050.00870.0031-0.0012-0.0042-0.0061-0.00670.80.78640.15520.0607-0.0020-0.0414-0.0630-0.06980.03100.0112-0.0027-0.0119-0.0172-0.01900.60.24080.04260.0145-0.0026-0.0124-0.0174-0.01890.00850.0010-0.0055-0.0102-0.0130-0.01390.60.59890.12070.0460-0.0033-0.0336-0.0498-0.05490.02410.0071-0.0067-0.0166-0.0225-0.02450.40.25420.03490.0091-0.0039-0.0102-0.0130-0.01380.0070-0.0011-0.0075-0.0115-0.0137-0.01430.40.43780.07860.0280-0.0033-0.0214-0.0306-0.03330.01570.0036-0.0049-0.0100-0.0127-0.01350.20.13370.01630.0031-0.0017-0.0031-0.0033-0.00330.00330.00010.00000.00140.00290.00350.20.11850.02890.01090.0009-0.0034-0.0049-0.00530.00580.00600.01150.01860.02410.02620.0-0.01960.00000.00280.00640.00930.01110.01170.00000.01390.03200.04650.05540.05840.0-0.06940.00000.00420.01150.01820.02270.02420.00000.02120.05760.09110.11350.1212Ry-0.01960.12560.26660.34960.39230.4055Ry-0.06940.08060.33830.52710.63680.6725a/b=1.00a/b=1.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.19850.06440.0253-0.0013-0.0172-0.0252-0.02760.00000.00000.00000.00000.00000.00001.01.21150.26130.0883-0.0105-0.0654-0.0927-0.10080.00000.00000.00000.00000.00000.00000.80.25640.06010.0210-0.0028-0.0161-0.0226-0.02450.01200.0034-0.0026-0.0065-0.0088-0.00950.80.95580.21460.0727-0.0097-0.0551-0.0774-0.08400.04290.0134-0.0051-0.0164-0.0224-0.02430.60.24850.05150.0149-0.0047-0.0145-0.0189-0.02010.01030.0003-0.0075-0.0125-0.0151-0.01590.60.62500.15470.0525-0.0083-0.0411-0.0566-0.06110.03090.0090-0.0069-0.0169-0.0222-0.02380.40.24110.03720.0078-0.0049-0.0100-0.0118-0.01220.0074-0.0021-0.0076-0.0099-0.0106-0.01070.40.39840.09160.0305-0.0043-0.0216-0.0290-0.03100.01830.00690.00290.00300.00450.00530.20.11080.01540.0025-0.0006-0.00060.00000.00030.00310.00180.00600.01160.01600.01750.20.04340.03030.01270.00470.00330.00420.00480.00610.01490.03390.05420.06890.07420-0.02410.00000.00440.00960.01370.01610.01690.00000.02200.04820.06830.08040.08450.0-0.09390.00000.00740.01990.03110.03840.04090.00000.03690.09960.15560.19190.2043Ry-0.02410.16910.31990.40380.44570.4584Ry-0.09390.11670.44530.67600.80430.8450a/b=1.50a/b=1.5y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.31270.08570.0207-0.0087-0.0199-0.0232-0.02380.00000.00000.00000.00000.00000.00001.01.62670.33040.0700-0.0345-0.0730-0.0844-0.08650.00000.00000.00000.00000.00000.00000.80.29290.07300.0158-0.0086-0.0172-0.0194-0.01980.01460.0023-0.0042-0.0072-0.0082-0.00850.81.08750.26090.0565-0.0286-0.0589-0.0670-0.06830.05220.0116-0.0069-0.0143-0.0165-0.01690.60.23520.05600.0094-0.0083-0.0134-0.0142-0.01410.0112-0.0013-0.0077-0.0096-0.0096-0.00940.60.58760.17780.0399-0.0195-0.0385-0.0422-0.04220.03560.01150.00170.00110.00350.00490.40.21480.03590.0038-0.0053-0.0065-0.0057-0.00530.0072-0.0021-0.00230.00120.00460.00590.40.31660.09810.0239-0.0056-0.0116-0.0101-0.00900.01960.01770.03150.04950.06340.06850.20.08970.01320.00210.00250.00500.00690.00760.00260.00770.02200.03560.04440.04740.2-0.05400.03020.01400.01400.02110.02730.02960.00600.03890.09120.13880.16990.18050-0.02040.00000.00790.01580.02120.02430.02520.00000.03960.07910.10620.12140.12620.0-0.11680.00000.01590.03880.05650.06680.07020.00000.07960.19390.28230.33400.3508Ry-0.02040.24520.39640.46680.49660.5047Ry-0.11680.24290.65100.87930.98321.0123Table 5 : Moody's Chart, Load V, 2/3 Uniformly Varying LoadTable 2 : Moody's Chart Load II, 2/3 Uniform loada/b=0.125MxMya/b=0.125MxMyy/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00001.0-0.00050.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.80.00020.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.80.00740.00050.00030.0001-0.0001-0.0002-0.00030.00010.00010.00010.00010.00010.00010.60.01420.00060.00030.0000-0.0002-0.0003-0.00030.00010.00010.00000.00000.00000.00000.60.09650.00390.00170.0001-0.0011-0.0017-0.00200.00080.00030.0000-0.0003-0.0004-0.00050.40.04990.00210.00090.0001-0.0006-0.0009-0.00110.00040.00020.0000-0.0001-0.0002-0.00020.40.12520.00510.00230.0001-0.0014-0.0023-0.00260.00100.00040.0000-0.0003-0.0005-0.00060.20.08180.00320.00140.0000-0.0009-0.0014-0.00160.00060.0003-0.0001-0.0003-0.0004-0.00050.20.11850.00480.00210.0001-0.0013-0.0021-0.00240.00100.0004-0.0001-0.0004-0.0006-0.000700.04370.00000.00010.00030.00040.00050.00060.00000.00050.00140.00210.00260.002800.05030.00000.00010.00030.00050.00060.00070.00000.00060.00160.00250.00310.0033Ry0.04370.01450.05370.08100.09590.1015Ry0.05030.01160.05680.08930.10820.1149a/b=0.25a/b=0.25y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.0-0.00260.00000.00010.00000.0000-0.0001-0.00010.00000.00000.00000.00000.00000.00001.0-0.00880.00050.00060.0002-0.0002-0.0005-0.00070.00000.00000.00000.00000.00000.00000.80.00190.00060.00040.0001-0.0001-0.0003-0.00040.00010.00010.00020.00020.00030.00030.80.02650.00390.00220.0005-0.0009-0.0019-0.00220.00080.00070.00070.00070.00070.00080.60.03230.00310.00150.0002-0.0008-0.0014-0.00170.00060.00040.00020.00010.00000.00000.60.18860.01420.00600.0001-0.0040-0.0064-0.00710.00280.0010-0.0005-0.0016-0.0022-0.00250.40.10110.00750.00310.0000-0.0021-0.0033-0.00370.00150.0005-0.0003-0.0010-0.0014-0.00150.40.24950.01840.00770.0000-0.0052-0.0082-0.00920.00370.0013-0.0008-0.0024-0.0034-0.00370.20.12860.00840.0030-0.0005-0.0025-0.0035-0.00380.00170.0002-0.0010-0.0020-0.0027-0.00290.20.19170.01360.0051-0.0004-0.0039-0.0059-0.00650.00270.0006-0.0012-0.0026-0.0034-0.003700.03080.00000.00040.00090.00140.00180.00190.00000.00190.00470.00710.00880.00930.00.02990.00000.00050.00130.00200.00250.00270.00000.00240.00630.01000.01260.0134Ry0.03080.03450.10110.14500.16950.1773Ry0.02990.02410.11380.17920.21770.2304a/b=0.375a/b=0.375y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.0-0.01040.00050.00070.0003-0.0002-0.0006-0.00080.00000.00000.00000.00000.00000.00001.0-0.02570.00380.00350.0012-0.0014-0.0032-0.00390.00000.00000.00000.00000.00000.00000.80.01070.00270.00170.0004-0.0007-0.0014-0.00160.00050.00050.00050.00060.00060.00060.80.06940.01270.00680.0012-0.0033-0.0061-0.00710.00250.00180.00140.00110.00090.00080.60.05580.00740.00340.0002-0.0020-0.0034-0.00380.00150.00080.0001-0.0004-0.0007-0.00080.60.27240.02820.0113-0.0004-0.0081-0.0124-0.01380.00560.0015-0.0020-0.0047-0.0064-0.00700.40.13880.01310.0047-0.0006-0.0039-0.0056-0.00610.00260.0004-0.0015-0.0031-0.0041-0.00440.40.34400.03300.0123-0.0013-0.0097-0.0142-0.01560.00660.0013-0.0036-0.0073-0.0096-0.01040.20.14570.01140.0031-0.0012-0.0034-0.0043-0.00460.0023-0.0002-0.0023-0.0038-0.0047-0.00500.20.21810.02010.0067-0.0013-0.0058-0.0080-0.00870.00400.0005-0.0025-0.0046-0.0058-0.006200.01550.00000.00070.00160.00240.00300.00320.00000.00330.00810.01220.01490.01580.00.00160.00000.00100.00260.00410.00510.00550.00000.00500.01310.02060.02560.0274Ry0.01550.05490.13890.19070.21830.2269Ry0.00160.03670.17050.26320.31650.3338a/b=0.5a/b=0.5y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.0-0.01550.00250.00230.0007-0.0009-0.0021-0.00250.00000.00000.00000.00000.00000.00001.0-0.02720.01300.00960.0025-0.0043-0.0089-0.01060.00000.00000.00000.00000.00000.00000.80.02580.00630.00340.0006-0.0017-0.0031-0.00360.00130.00090.00060.00050.00030.00030.80.12630.02570.01280.0015-0.0070-0.0122-0.01390.00510.00300.00130.0000-0.0009-0.00120.60.07630.01180.0049-0.0001-0.0034-0.0052-0.00580.00240.0009-0.0005-0.0016-0.0024-0.00260.60.33700.04190.0154-0.0017-0.0123-0.0181-0.01990.00840.0013-0.0049-0.0097-0.0126-0.01360.40.15670.01650.0049-0.00160.0050-0.0067-0.00720.0033-0.0001-0.0033-0.0056-0.0071-0.00750.40.39370.04330.0138-0.0034-0.0130-0.0178-0.01930.00860.0001-0.0075-0.0132-0.0167-0.01780.20.14090.01190.0023-0.0018-0.0034-0.0040-0.00410.0024-0.0008-0.0032-0.0045-0.0052-0.00540.20.20720.02270.0064-0.0021-0.0062-0.0078-0.00830.00450.0002-0.0027-0.0044-0.0052-0.005400.00620.00000.00110.00260.00370.00450.00470.00000.00560.01290.01870.02230.02350.0-0.02030.00000.00180.00460.00710.00870.00920.00000.00900.02300.03540.04340.0461Ry0.00620.08330.17580.22830.25460.2625Ry0.02030.06800.23370.34390.40480.4241a/b=0.75a/b=0.75y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.0-0.00050.01080.00650.0010-0.0034-0.0060-0.00690.00000.00000.00000.00000.00000.00001.00.04790.04450.02430.0028-0.0134-0.0230-0.02610.00000.00000.00000.00000.00000.00000.80.05420.01430.00650.0003-0.0004-0.0064-0.00720.00290.00140.0002-0.0008-0.0014-0.00170.80.22730.05410.02320.0002-0.0150-0.0236-0.02630.01080.0046-0.0006-0.0046-0.0072-0.00800.60.09610.01780.0059-0.0013-0.0053-0.0072-0.00780.00360.0005-0.0024-0.0046-0.0060-0.00650.60.39910.06170.0190-0.0051-0.0185-0.0251-0.02710.0123-0.0007-0.0116-0.0194-0.0240-0.02550.40.16290.01900.0036-0.0031-0.0058-0.0068-0.00710.0038-0.0017-0.0061-0.0089-0.0104-0.01090.40.41330.05280.0124-0.0069-0.0158-0.0196-0.02060.0106-0.0030-0.0137-0.0206-0.0243-0.02540.20.12770.01110.0007-0.0021-0.0026-0.0025-0.00240.0022-0.0016-0.0031-0.0031-0.0028-0.00260.20.17050.02340.0048-0.0024-0.0044-0.0047-0.00460.00470.00080.00080.00270.00460.00540.0-0.00030.00000.00210.00440.00600.00690.00720.00000.01070.02200.03000.03450.03590.0-0.04410.00000.00380.00900.01330.01580.01670.00000.01910.04520.06630.07920.0835Ry-0.00030.13340.22770.27360.29450.3005Ry-0.04410.13820.34130.46280.52490.5438a/b=1a/b=1.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.02840.01910.00880.0001-0.0055-0.0084-0.00930.00000.00000.00000.00000.00000.00001.00.16080.07530.0324-0.0005-0.0209-0.0314-0.03460.00000.00000.00000.00000.00000.00000.80.07180.02020.0077-0.0007-0.0055-0.0079-0.00860.00400.0016-0.0003-0.0019-0.0028-0.00310.80.28960.07570.0274-0.0032-0.0205-0.0290-0.03150.01510.0051-0.0027-0.0083-0.0115-0.01250.60.09900.02080.0055-0.0023-0.0060-0.0075-0.00790.0042-0.0001-0.0038-0.0063-0.0076-0.00810.60.40930.07220.0183-0.0083-0.0211-0.0267-0.02820.0144-0.0030-0.0160-0.0241-0.0284-0.02960.40.15700.01890.0021-0.0037-0.0055-0.0060-0.00610.0038-0.0031-0.0074-0.0094-0.0102-0.01040.40.39590.05480.0094-0.0086-0.0153-0.0175-0.01800.0110-0.0055-0.0155-0.0201-0.0217-0.02210.20.11910.0098-0.0002-0.0017-0.0014-0.0010-0.00080.0020-0.0017-0.00140.00040.00200.00260.20.13920.02220.0036-0.0011-0.0010-0.00010.00030.00440.00310.00860.01600.02170.023700.00110.00000.00320.00600.00790.00890.00920.00000.01580.03000.03930.04450.04610.0-0.05230.00000.00610.01360.01920.02260.02370.00000.03070.06800.09620.11290.1184Ry0.00110.17120.25950.29830.31530.3202Ry-0.05230.20410.42140.54010.59770.6149a/b=1.5a/b=1.5y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.06730.02700.0075-0.0026-0.0066-0.0078-0.00800.00000.00000.00000.00000.00000.00001.00.30600.10360.0271-0.0103-0.0247-0.0290-0.02980.00000.00000.00000.00000.00000.00000.80.08430.02490.0057-0.0030-0.0060-0.0067-0.00680.00500.0013-0.0012-0.0025-0.0030-0.00310.80.33240.09220.0204-0.0111-0.0221-0.0248-0.02520.01840.0035-0.0055-0.0099-0.0116-0.01200.60.09220.02170.0028-0.0038-0.0055-0.0056-0.00550.0043-0.0014-0.0048-0.0062-0.0064-0.00640.60.39340.07590.0100-0.0131-0.0194-0.0202-0.02000.0152-0.0071-0.0184-0.0221-0.0227-0.02260.40.14610.0168-0.0004-0.0038-0.0039-0.0035-0.00330.0034-0.0047-0.0069-0.0065-0.0055-0.00510.40.36150.05110.0028-0.0092-0.0104-0.0093-0.00870.0102-0.0075-0.0107-0.0073-0.0034-0.00180.20.11830.0075-0.0007-0.00030.00090.00160.00190.0015-0.00050.00400.00870.01180.01290.20.10870.01890.00260.00300.00640.00900.00990.00380.01050.02900.04650.05790.061700.01100.00000.00510.00860.01070.01180.01220.00000.02530.04300.05360.05910.06080.0-0.04890.00000.01120.02200.02920.03310.03440.00000.05580.11000.14600.16570.1719Ry0.01100.22260.29540.32240.33290.3356Ry-0.04890.31900.53060.62470.66320.6737Table 6 : Moody's Chart Load VI, 1/3 Uniformly Varying LoadTable 3 : Moody's Chart Load III, 1/3 Uniform loada/b=0.125MxMya/b=0.125MxMyy/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00001.00.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.80.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.8-0.00010.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.6-0.00030.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.6-0.00020.00010.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00010.40.00380.00020.00010.0000-0.0001-0.0001-0.00010.00000.00000.00000.00000.00000.00000.40.02860.00130.00060.0001-0.0003-0.0006-0.00070.00030.00010.00010.00000.0000-0.00010.20.04580.00170.00070.0000-0.0005-0.0007-0.00080.00030.00010.0000-0.0001-0.0002-0.00020.20.11090.00440.00190.0000-0.0012-0.0019-0.00220.00090.0003-0.0001-0.0005-0.0007-0.000800.03700.00000.00010.00020.00040.00040.00050.00000.00050.00120.00180.00220.002300.05050.00000.00010.00030.00050.00060.00070.00000.00060.00160.00250.00310.0033Ry0.03700.01730.05090.07190.08380.0883Ry0.05050.01250.05700.08930.10830.1145a/b=0.25a/b=0.25y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.0-0.00030.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00001.0-0.0013-0.00010.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.8-0.00040.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.8-0.00090.00010.00010.00010.0000-0.0001-0.00010.00000.00000.00010.00010.00020.00020.60.00040.00020.00020.0001-0.0001-0.0001-0.00020.00000.00010.00010.00010.00010.00010.60.00390.00110.00070.0002-0.0003-0.0006-0.00070.00020.00020.00030.00040.00040.00040.40.01270.00140.00070.0001-0.0004-0.0006-0.00070.00030.00020.00010.00010.00000.00000.40.06530.00550.00250.0001-0.0015-0.0025-0.00280.00110.00050.0000-0.0004-0.0006-0.00070.20.06930.00400.0013-0.0003-0.0012-0.0016-0.00180.00080.0001-0.0006-0.0012-0.0015-0.00160.20.17030.01050.0034-0.0008-0.0032-0.0044-0.00470.00210.0001-0.0017-0.0032-0.0040-0.00430.00.02970.00000.00030.00060.00090.00110.00120.00000.00140.00320.00460.00550.005800.03540.00000.00040.00110.00170.00210.00230.00000.00220.00570.00870.01070.0114Ry0.02970.04150.08680.11270.12560.1296Ry0.03540.03440.11620.17040.20040.2099a/b=0.375a/b=0.375y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.0-0.00220.00000.00000.00000.00000.0000-0.00010.00000.00000.00000.00000.00000.00001.0-0.0075-0.00010.00020.00020.0000-0.0002-0.00030.00000.00000.00000.00000.00000.00000.80.00020.00030.00020.0001-0.0001-0.0002-0.00020.00010.00010.00010.00010.00020.00020.80.00200.00120.00080.0003-0.0003-0.0006-0.00080.00020.00030.00040.00050.00050.00060.60.00360.00100.00060.0001-0.0002-0.0005-0.00060.00020.00020.00020.00020.00020.00020.60.01670.00390.00220.0004-0.0010-0.0019-0.00220.00080.00070.00060.00060.00050.00050.40.02160.00280.00120.0000-0.0008-0.0012-0.00130.00060.00030.0000-0.0003-0.0005-0.00050.40.09470.01030.0039-0.0004-0.0030-0.0044-0.00480.00210.0006-0.0008-0.0019-0.0027-0.00290.20.07880.00510.0011-0.0008-0.0016-0.0018-0.00190.0010-0.0003-0.0014-0.0022-0.0027-0.00290.20.19400.01400.0031-0.0025-0.0043-0.0049-0.00510.0028-0.0009-0.0042-0.0061-0.0072-0.00760.00.02280.00000.00040.00090.00130.00150.00160.00000.00200.00440.00630.00750.007800.01710.00000.00080.00200.00290.00350.00370.00000.00410.00990.01460.01750.0184Ry0.02280.06150.10760.13140.14280.1461Ry0.01710.06230.16530.22110.24850.2567a/b=0.5a/b=0.5y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.0-0.00410.00020.00030.0001-0.0001-0.0002-0.00030.00000.00000.00000.00000.00000.00001.0-0.01350.00080.00110.0004-0.0004-0.0010-0.00120.00000.00000.00000.00000.00000.00000.80.00240.00080.00050.0001-0.0002-0.0004-0.00050.00020.00010.00020.00020.00020.00020.80.01030.00320.00190.0005-0.0008-0.0017-0.00200.00060.00050.00050.00050.00050.00050.60.00740.00180.00090.0001-0.0005-0.0008-0.00090.00040.00030.00020.00010.00000.00000.60.03050.00680.00330.0003-0.0019-0.0031-0.00350.00140.00090.0004-0.0001-0.0004-0.00050.40.02580.00360.0012-0.0003-0.0010-0.0014-0.00150.00070.0002-0.0004-0.0008-0.0012-0.00130.40.10900.01250.0039-0.0011-0.0036-0.0050-0.00530.00250.0002-0.0021-0.0039-0.0050-0.00540.20.07690.00500.0004-0.0011-0.0015-0.0016-0.00150.0010-0.0007-0.0020-0.0028-0.0032-0.00330.20.18460.01310.0015-0.0027-0.0040-0.0043-0.00430.0026-0.0019-0.0052-0.0071-0.0081-0.008300.02030.00000.00060.00130.00170.00190.00200.00000.00310.00630.00850.00970.010100.00930.00000.00130.00290.00400.00470.00490.00000.00660.01440.02020.02360.0247Ry0.02030.08110.12520.14490.15320.1555Ry0.00930.10280.20640.25930.28360.2905a/b=0.75a/b=0.75y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.0-0.00320.00130.00090.0002-0.0004-0.0009-0.00100.00000.00000.00000.00000.00000.00001.0-0.00860.00530.00360.0007-0.0017-0.0033-0.00380.00000.00000.00000.00000.00000.00000.80.00680.00210.00100.0001-0.0006-0.0010-0.00110.00040.00030.00010.0000-0.0001-0.00010.80.02700.00790.00380.0003-0.0022-0.0036-0.00410.00160.00090.0004-0.0001-0.0005-0.00060.60.01120.00290.0011-0.0001-0.0008-0.0012-0.00130.00050.0003-0.0001-0.0004-0.0007-0.00070.60.04390.01070.0040-0.0006-0.0031-0.0043-0.00470.00210.0009-0.0006-0.0019-0.0026-0.00310.40.02700.00400.0008-0.0007-0.0012-0.0013-0.00140.0008-0.0001-0.0010-0.0016-0.0020-0.00210.40.11310.01400.0025-0.0024-0.0042-0.0048-0.00500.0028-0.0011-0.0044-0.0066-0.0078-0.00820.20.07330.0042-0.0004-0.0012-0.0012-0.0010-0.00100.0008-0.0015-0.0026-0.0029-0.0030-0.00300.20.17380.0114-0.0006-0.0030-0.0031-0.0029-0.00270.0023-0.0036-0.0063-0.0070-0.0070-0.00690.00.02140.00000.00100.00180.00230.00250.00250.00000.00520.00920.01130.01240.012700.00460.00000.00240.00450.00580.00650.00670.00000.01190.02250.02910.03260.0336Ry0.02140.10900.14460.15680.16120.1623Ry0.00460.16520.25880.29670.31160.3156a/b=1a/b=1.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.00070.00260.00130.0001-0.0008-0.0012-0.00140.00000.00000.00000.00000.00000.00001.00.00660.01000.00500.0002-0.0030-0.0047-0.00520.00000.00000.00000.00000.00000.00000.80.00960.00300.0012-0.0001-0.0008-0.0012-0.00130.00060.00030.0000-0.0002-0.0003-0.00040.80.03740.01130.0046-0.0003-0.0031-0.0045-0.00490.00230.00110.0001-0.0008-0.0014-0.00150.60.01190.00340.0010-0.0004-0.0010-0.0012-0.00120.00070.0002-0.0003-0.0008-0.0010-0.00110.60.04590.01260.0035-0.0013-0.0035-0.0044-0.00460.00250.0006-0.0015-0.0031-0.0040-0.00430.40.02540.00390.0003-0.0008-0.0011-0.0011-0.00110.0008-0.0004-0.0014-0.0019-0.0021-0.00210.40.10810.01360.0010-0.0029-0.0039-0.0041-0.00410.0027-0.0022-0.0057-0.0074-0.0081-0.00820.20.07260.0034-0.0008-0.0010-0.0008-0.0007-0.00070.0007-0.0019-0.0026-0.0025-0.0022-0.00220.20.16960.0095-0.0016-0.0026-0.0021-0.0017-0.00160.0019-0.0046-0.0058-0.0051-0.0042-0.003900.02570.00000.00140.00220.00260.00280.00290.00000.00710.01110.01320.01410.014400.00830.00000.00340.00580.00710.00780.00800.00000.01680.02880.03550.03890.0399Ry0.02570.12580.15350.16150.16430.1651Ry0.00830.20730.28600.31340.32390.3267a/b=1.5a/b=1.5y/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.00630.00380.0012-0.0004-0.0010-0.0011-0.00120.00000.00000.00000.00000.00000.00001.00.02810.01460.0043-0.0014-0.0037-0.0043-0.00450.00000.00000.00000.00000.00000.00000.80.01180.00370.0009-0.0004-0.0009-0.0010-0.00100.00070.0003-0.0001-0.0003-0.0004-0.00040.80.04530.01400.0034-0.0017-0.0034-0.0038-0.00380.00280.0009-0.0005-0.0013-0.0016-0.00170.60.01070.00350.0004-0.0006-0.0008-0.0008-0.00080.00070.0000-0.0006-0.0008-0.0009-0.00090.60.04090.01300.0017-0.0023-0.0032-0.0032-0.00310.0026-0.0002-0.0023-0.0033-0.0035-0.00360.40.02160.0033-0.0003-0.0008-0.0008-0.0007-0.00060.0007-0.0009-0.0015-0.0016-0.0015-0.00140.40.09800.0116-0.0009-0.0029-0.0028-0.0025-0.00240.0023-0.0039-0.0060-0.0061-0.0056-0.00540.20.07890.0023-0.0009-0.0007-0.0004-0.0003-0.00020.0005-0.0022-0.0019-0.0012-0.0008-0.00060.20.18010.0067-0.0021-0.0015-0.0006-0.00010.00000.0013-0.0048-0.0030-0.00040.00140.002000.03520.00000.00190.00270.00310.00330.00330.00000.00970.01370.01550.01640.016600.02210.00000.00490.00750.00880.00950.00970.00000.02470.03750.04410.04730.0483Ry0.03520.14340.16090.16530.16680.1671Ry0.02210.25610.31140.32770.33340.3349FOR PH WALLa/b0.373a/b0.373ActualUsedFOR PH WALLTRIANGULAR LOADINGUNIFORM LOADINGFOR FULL HEIGHTFOR FULL HEIGHTh/b=1.00MxMyh/b=1.00MxMyy/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.01880.00650.00400.0008-0.0020-0.0039-0.00450.00000.00000.00000.00000.00000.00001.00.1271-0.0054-0.0025-0.00020.00150.00240.00270.00000.00000.00000.00000.00000.00000.80.08800.01160.00560.0006-0.0031-0.0054-0.00610.00230.00120.0004-0.0002-0.0005-0.00070.80.1168-0.0051-0.00200.00000.00130.00200.0023-0.0010-0.00040.00000.00040.00060.00050.60.15330.01750.00740.0001-0.0049-0.0078-0.00870.00350.0013-0.0006-0.0020-0.0029-0.00320.60.1286-0.0029-0.00060.00050.00090.00110.0011-0.00050.00000.00070.00130.00160.00180.40.20990.02070.0079-0.0007-0.0061-0.0089-0.00980.00420.0009-0.0019-0.0042-0.0056-0.00600.40.14970.00150.00160.0009-0.0002-0.0010-0.00130.00020.00080.00130.00180.00200.00210.20.16880.01440.0045-0.0012-0.0042-0.0057-0.00610.00290.0001-0.0022-0.0039-0.0048-0.00510.20.16800.00650.00310.0003-0.0019-0.0033-0.00370.00120.0005-0.0005-0.0014-0.0020-0.002100.01050.00000.00080.00200.00300.00380.00400.00000.00390.00980.01510.01870.019900.06010.00000.0000-0.0001-0.0003-0.0004-0.00040.0000-0.0004-0.0008-0.0011-0.0015-0.0016Ry0.01050.04720.14820.21460.25170.2636Ry0.06010.01700.06030.09390.11420.1207FOR 2/3 OF FULL HEIGHTFOR 2/3 OF FULL HEIGHTh/b=0.667MxMyh/b=0.667MxMyy/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.0-0.01030.00050.00070.0003-0.0002-0.0006-0.00080.00000.00000.00000.00000.00000.00001.00.0079-0.0028-0.0023-0.00080.00100.00220.00250.00000.00000.00000.00000.00000.00000.80.01060.00270.00170.0004-0.0007-0.0014-0.00160.00050.00050.00050.00060.00060.00060.8-0.0158-0.0048-0.0023-0.00020.00150.00220.0026-0.0009-0.00040.00000.00030.00050.00080.60.05550.00730.00340.0002-0.0020-0.0034-0.00380.00150.00080.0001-0.0004-0.0007-0.00080.60.10590.00040.00080.00060.0000-0.0005-0.00050.00000.00050.00100.00150.00190.00190.40.13830.01300.0047-0.0006-0.0039-0.0056-0.00610.00260.0004-0.0015-0.0031-0.0041-0.00440.40.15630.00400.00320.0013-0.0008-0.0023-0.00290.00080.00130.00200.00240.00270.00290.20.14550.01140.0031-0.0012-0.0034-0.0043-0.00460.0023-0.0002-0.0023-0.0038-0.0047-0.00500.20.16570.00720.00350.0005-0.0020-0.0038-0.00430.00140.00070.0001-0.0006-0.0010-0.001200.01570.00000.00070.00160.00240.00300.00320.00000.00330.00810.01210.01480.015700.05780.00000.00000.0000-0.0001-0.0001-0.00010.0000-0.0002-0.0004-0.0005-0.0002-0.0004Ry0.01570.05460.13840.19010.21760.2262Ry0.05780.01170.05790.09630.12020.1284FOR 1/3 OF FULL HEIGHTFOR 1/3 OF FULL HEIGHTh/b=0.333MxMyh/b=0.333MxMyy/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.0-0.00220.00000.00000.00000.00000.00000.00010.00000.00000.00000.00000.00000.00001.00.0048-0.0001-0.0002-0.00020.00000.00020.00030.00000.00000.00000.00000.00000.00000.80.0002-0.0003-0.0002-0.00010.00010.00020.0002-0.0001-0.0001-0.0001-0.0001-0.0002-0.00020.8-0.0038-0.0010-0.0006-0.00010.00030.00040.0006-0.0002-0.0003-0.0002-0.0003-0.0001-0.00020.60.0036-0.0006-0.00020.0001-0.00000.00030.0002-0.00020.00000.00000.00000.00000.00000.6-0.0087-0.0017-0.00080.00000.00040.00070.0008-0.0004-0.00030.00000.00020.00030.00030.40.02150.00000.00020.0002-0.0000-0.0000-0.00010.00000.00010.00020.00050.00050.00050.40.03630.00080.00110.0006-0.0000-0.0006-0.00080.00010.00040.00080.00110.00150.00150.20.07870.00290.00150.0002-0.0008-0.0014-0.00170.00060.00050.0002-0.0002-0.0003-0.00030.20.14690.00700.00370.0009-0.0021-0.0039-0.00430.00140.00110.0008-0.0003-0.0008-0.001000.02290.00000.00020.00030.00050.00070.00080.00000.00080.00200.00290.00350.003800.05350.00000.00000.00020.00050.00070.00090.00000.00030.00160.00290.00400.0045Ry0.03650.02180.06630.09420.10860.1133Ry0.05350.00690.06780.12040.15290.1637FOR WW WALLa/b0.373a/b0.373ActualUsedFOR WW WALLTRIANGULAR LOADINGUNIFORM LOADINGFOR FULL HEIGHTFOR FULL HEIGHTh/b=1.00MxMyh/b=1.00MxMyy/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.01880.00650.00400.0008-0.0020-0.0039-0.00450.00000.00000.00000.00000.00000.00001.00.1271-0.0054-0.0025-0.00020.00150.00240.00270.00000.00000.00000.00000.00000.00000.80.08800.01160.00560.0006-0.0031-0.0054-0.00610.00230.00120.0004-0.0002-0.0005-0.00070.80.1168-0.0051-0.00200.00000.00130.00200.0023-0.0010-0.00040.00000.00040.00060.00050.60.15330.01750.00740.0001-0.0049-0.0078-0.00870.00350.0013-0.0006-0.0020-0.0029-0.00320.60.1286-0.0029-0.00060.00050.00090.00110.0011-0.00050.00000.00070.00130.00160.00180.40.20990.02070.0079-0.0007-0.0061-0.0089-0.00980.00420.0009-0.0019-0.0042-0.0056-0.00600.40.14970.00150.00160.0009-0.0002-0.0010-0.00130.00020.00080.00130.00180.00200.00210.20.16880.01440.0045-0.0012-0.0042-0.0057-0.00610.00290.0001-0.0022-0.0039-0.0048-0.00510.20.16800.00650.00310.0003-0.0019-0.0033-0.00370.00120.0005-0.0005-0.0014-0.0020-0.002100.01050.00000.00080.00200.00300.00380.00400.00000.00390.00980.01510.01870.019900.06010.00000.0000-0.0001-0.0003-0.0004-0.00040.0000-0.0004-0.0008-0.0011-0.0015-0.0016Ry0.01050.04720.14820.21460.25170.2636Ry0.06010.01700.06030.09390.11420.1207FOR 2/3 OF FULL HEIGHTFOR 2/3 OF FULL HEIGHTh/b=0.667MxMyh/b=0.667MxMyy/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.0-0.01030.00050.00070.0003-0.0002-0.0006-0.00080.00000.00000.00000.00000.00000.00001.00.0079-0.0028-0.0023-0.00080.00100.00220.00250.00000.00000.00000.00000.00000.00000.80.01060.00270.00170.0004-0.0007-0.0014-0.00160.00050.00050.00050.00060.00060.00060.8-0.0158-0.0048-0.0023-0.00020.00150.00220.0026-0.0009-0.00040.00000.00030.00050.00080.60.05550.00730.00340.0002-0.0020-0.0034-0.00380.00150.00080.0001-0.0004-0.0007-0.00080.60.10590.00040.00080.00060.0000-0.0005-0.00050.00000.00050.00100.00150.00190.00190.40.13830.01300.0047-0.0006-0.0039-0.0056-0.00610.00260.0004-0.0015-0.0031-0.0041-0.00440.40.15630.00400.00320.0013-0.0008-0.0023-0.00290.00080.00130.00200.00240.00270.00290.20.14550.01140.0031-0.0012-0.0034-0.0043-0.00460.0023-0.0002-0.0023-0.0038-0.0047-0.00500.20.16570.00720.00350.0005-0.0020-0.0038-0.00430.00140.00070.0001-0.0006-0.0010-0.001200.01570.00000.00070.00160.00240.00300.00320.00000.00330.00810.01210.01480.015700.05780.00000.00000.0000-0.0001-0.0001-0.00010.0000-0.0002-0.0004-0.0005-0.0002-0.0004Ry0.01570.05460.13840.19010.21760.2262Ry0.05780.01170.05790.09630.12020.1284FOR 1/3 OF FULL HEIGHTFOR 1/3 OF FULL HEIGHTh/b=0.333MxMyh/b=0.333MxMyy/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.0-0.00220.00000.00000.00000.00000.0000-0.00010.00000.00000.00000.00000.00000.00001.00.0048-0.0001-0.0002-0.00020.00000.00020.00030.00000.00000.00000.00000.00000.00000.80.00020.00030.00020.0001-0.0001-0.0002-0.00020.00010.00010.00010.00010.00020.00020.8-0.0038-0.0010-0.0006-0.00010.00030.00040.0006-0.0002-0.0003-0.0002-0.0003-0.0001-0.00020.60.00360.00100.00060.0001-0.0002-0.0005-0.00060.00020.00020.00020.00020.00020.00020.6-0.0087-0.0017-0.00080.00000.00040.00070.0008-0.0004-0.00030.00000.00020.00030.00030.40.02150.00280.00120.0000-0.0008-0.0012-0.00130.00060.00030.0000-0.0003-0.0005-0.00050.40.03630.00080.00110.0006-0.0000-0.0006-0.00080.00010.00040.00080.00110.00150.00150.20.07870.00510.0011-0.0008-0.0016-0.0018-0.00190.0010-0.0003-0.0014-0.0022-0.0027-0.00290.20.14690.00700.00370.0009-0.0021-0.0039-0.00430.00140.00110.0008-0.0003-0.0008-0.001000.02290.00000.00040.00090.00130.00150.00160.00000.00200.00440.00630.00750.007800.05350.00000.00000.00020.00050.00070.00090.00000.00030.00160.00290.00400.0045Ry0.02290.06120.10730.13120.14260.1459Ry0.05350.00690.06780.12040.15290.1637

INTERPOLATIONFOR PH WALLFOR PH WALLa/b0.373TRIANGULAR LOADINGUNIFORM LOADINGh1/b1.00MxMyh2/b1.00MxMyy/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.01880.00650.00400.0008-0.0020-0.0039-0.00450.00000.00000.00000.00000.00000.00001.00.1271-0.0054-0.0025-0.00020.00150.00240.00270.00000.00000.00000.00000.00000.00000.80.08800.01160.00560.0006-0.0031-0.0054-0.00610.00230.00120.0004-0.0002-0.0005-0.00070.80.1168-0.0051-0.00200.00000.00130.00200.0023-0.0010-0.00040.00000.00040.00060.00050.60.15330.01750.00740.0001-0.0049-0.0078-0.00870.00350.0013-0.0006-0.0020-0.0029-0.00320.60.1286-0.0029-0.00060.00050.00090.00110.0011-0.00050.00000.00070.00130.00160.00180.40.20990.02070.0079-0.0007-0.0061-0.0089-0.00980.00420.0009-0.0019-0.0042-0.0056-0.00600.40.14970.00150.00160.0009-0.0002-0.0010-0.00130.00020.00080.00130.00180.00200.00210.20.16880.01440.0045-0.0012-0.0042-0.0057-0.00610.00290.0001-0.0022-0.0039-0.0048-0.00510.20.16800.00650.00310.0003-0.0019-0.0033-0.00370.00120.0005-0.0005-0.0014-0.0020-0.002100.01050.00000.00080.00200.00300.00380.00400.00000.00390.00980.01510.01870.019900.06010.00000.0000-0.0001-0.0003-0.0004-0.00040.0000-0.0004-0.0008-0.0011-0.0015-0.0016Ry0.01050.04720.14820.21460.25170.2636Ry0.06010.01700.06030.09390.11420.1207FOR WW WALLFOR WW WALLa/b0.373TRIANGULAR LOADINGUNIFORM LOADING EARTHh1/b1.00MxMyh2/b1.00MxMyy/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.01880.00650.00400.0008-0.0020-0.0039-0.00450.00000.00000.00000.00000.00000.00001.00.1271-0.0054-0.0025-0.00020.00150.00240.00270.00000.00000.00000.00000.00000.00000.80.08800.01160.00560.0006-0.0031-0.0054-0.00610.00230.00120.0004-0.0002-0.0005-0.00070.80.1168-0.0051-0.00200.00000.00130.00200.0023-0.0010-0.00040.00000.00040.00060.00050.60.15330.01750.00740.0001-0.0049-0.0078-0.00870.00350.0013-0.0006-0.0020-0.0029-0.00320.60.1286-0.0029-0.00060.00050.00090.00110.0011-0.00050.00000.00070.00130.00160.00180.40.20990.02070.0079-0.0007-0.0061-0.0089-0.00980.00420.0009-0.0019-0.0042-0.0056-0.00600.40.14970.00150.00160.0009-0.0002-0.0010-0.00130.00020.00080.00130.00180.00200.00210.20.16880.01440.0045-0.0012-0.0042-0.0057-0.00610.00290.0001-0.0022-0.0039-0.0048-0.00510.20.16800.00650.00310.0003-0.0019-0.0033-0.00370.00120.0005-0.0005-0.0014-0.0020-0.002100.01050.00000.00080.00200.00300.00380.00400.00000.00390.00980.01510.01870.019900.06010.00000.0000-0.0001-0.0003-0.0004-0.00040.0000-0.0004-0.0008-0.0011-0.0015-0.0016Ry0.01050.04720.14820.21460.25170.2636Ry0.06010.01700.06030.09390.11420.1207TRIANGULAR LOADING WATERUNIFORM LOADING EARTHh1'/b1.00MxMyh1/b1.00MxMyy/b x/aRx00.20.40.60.81.000.20.40.60.81.0y/b x/aRx00.20.40.60.81.000.20.40.60.81.01.00.01880.00650.00400.0008-0.0020-0.0039-0.00450.00000.00000.00000.00000.00000.00001.00.1271-0.0054-0.0025-0.00020.00150.00240.00270.00000.00000.00000.00000.00000.00000.80.08800.01160.00560.0006-0.0031-0.0054-0.00610.00230.00120.0004-0.0002-0.0005-0.00070.80.1168-0.0051-0.00200.00000.00130.00200.0023-0.0010-0.00040.00000.00040.00060.00050.60.15330.01750.00740.0001-0.0049-0.0078-0.00870.00350.0013-0.0006-0.0020-0.0029-0.00320.60.1286-0.0029-0.00060.00050.00090.00110.0011-0.00050.00000.00070.00130.00160.00180.40.20990.02070.0079-0.0007-0.0061-0.0089-0.00980.00420.0009-0.0019-0.0042-0.0056-0.00600.40.14970.00150.00160.0009-0.0002-0.0010-0.00130.00020.00080.00130.00180.00200.00210.20.16880.01440.0045-0.0012-0.0042-0.0057-0.00610.00290.0001-0.0022-0.0039-0.0048-0.00510.20.16800.00650.00310.0003-0.0019-0.0033-0.00370.00120.0005-0.0005-0.0014-0.0020-0.002100.01050.00000.00080.00200.00300.00380.00400.00000.00390.00980.01510.01870.019900.06010.00000.0000-0.0001-0.0003-0.0004-0.00040.0000-0.0004-0.0008-0.0011-0.0015-0.0016Ry0.01050.04720.14820.21460.25170.2636Ry0.06010.01700.06030.09390.11420.1207

INPUT_DATA_PROCESSINGSOIL PROPERTIESANGLE IN RADIAN0.698SUBMERGED DENSITY1.00ACTIVE EARTH PR. CO. Ka0.220AT REST COEFFICIENT Ko0.36CONC PROPERTIESBALANCED Depth Coeff Uncracked169Balanced Depth Coeff Cracked78Premissible Stress in Direct15Premissible Stress in Bending20Tension (sct) kgf/cm2Tension (scb) kgf/cm2Reinforcement Coefficient Outer face766Reinforcement Coefficient Inner face591PH WALLWALL HEIGHT m4.50ACTIVE EARTH PRESSURE BASE TRIANGULAR t/m25.49SOIL HEIGHT m4.50ACTIVE EARTH PRESSURE BASE UNIFORM t/m21.914WATER HEIGHT m4.50AT REST EARTH PRESSURE BASE TRIANGULAR t/m26.12AT REST EARTH PRESSURE BASE UNIFORM t/m23.132WW WALLWALL HEIGHT m4.50ACTIVE EARTH PRESSURE BASE TRIANGULAR t/m25.49SOIL HEIGHT m4.50ACTIVE EARTH PRESSURE BASE UNIFORM t/m21.914GROUND WAT HEIGHT m4.50AT REST EARTH PRESSURE BASE TRIANGULAR t/m26.12WATER HEIGHT m4.50AT REST EARTH PRESSURE BASE UNIFORM t/m23.132WATER PRESSURE BASE t/m211.00

INPUT_DATAINPUT DATAFINISHED GROUND LEVEL EL m30.500DESIGN GROUND WATER TABLE LEVEL EL m30.500DESIGN WATER LEVEL EL m30.500LEVEL OF TOP OF RCC WALL EL m30.500NET SAFE BEARING CAPACITY t/m250.00ANGLE OF INTERNAL FRICTION (Degree) y40.00BULK DENSITY OF SOIL t/m31.76SATURATED DENSITY OF SOIL t/m32.00SURCHARGE LOAD SOIL t/m2 q8.70WATER OVER BURDEN t/m26.50DENSITY OF WATER t/m31.00LENGTH OF PH RAFT IN m35.00WIDTH OF PUMP HOUSE RAFT IN m11.20LEVEL OF RCC TOP OF PH RAFT EL m26.000CONC CHARACTERISTICS STRENGTH N/mm230GRADE OF REINFORCEMENT N/mm2415FACTOR Of SAFTY AGAINST UPLIFT1.10CLEAR COVER TO REINFORCEMENT WATER FACEWALLBEAMCFRAFT75757575CLEAR COVER TO REINFORCEMENT EARTH FACEWALLBEAMCFRAFT75757540

CONSTANTSTABLE - 7TABLE - 9Area of Bars at Different Spacings Values in mm2/Meter WidthProperties Of Concrete(Ref: Table-96 of SP-16:1980)(Ref IS:3370 (Pt-2)-1965 & TOR Steel Manual Retaining Structures)SpacingBar Diameter mmGRADEDEPTHReinfReinfPermissible Stresses (kg/cm2)mm810121620252832UNRACKEDCRACKEDInnerOuterTensionBendingComp50100515712262402162839818123151608515185110766591111560838130918853351523681811026813404201829376659112177070718112216162872448870128796114892517885766591131885806289821414251339276136769710053301697876659115201009055887312572234349154546842893610050378511312011314249096157804211045771410281828285644625598731112041965494216752618409151316702130387604870154724173776473761861403595618081436224435064398574515033552475413402094327241055362160314491707125719633068384850271702964626651183184828873622473118027943662811171745272734214468190265413595105816532584324142332002513935651005157124543079402121023937453995714962337293238302202283575149141428223127993656230218341492874136621342677349724020932747183813092054256633512502013144528041257196324633217260193302435773120818882368309327018629141974511641818228129792801792804047181122175321992876290173271390693108316932123277330016826237767010471636205226813101632533656491014158419872597320157245353628982153419242513330153238343610952148818652437340148231333591924144418112365350144224323575897140317602298360140218314558873136317102234370136212306543849132716652174380132207298529827129216202116390129201290516806125915792062400126196283503785122715392011TABLE - 8Permissible Shear Stress in Concrete, tc N/ mm2(Ref: Table- 80 of SP-16)pt %Grade of concrete152025300.200.200.200.210.210.300.240.240.250.250.400.270.270.280.280.500.290.300.310.310.600.310.320.330.330.700.330.340.350.360.800.340.360.370.380.900.360.370.390.391.000.370.390.400.411.100.380.400.420.431.200.400.410.430.441.300.410.430.440.451.400.420.440.450.461.500.420.450.460.481.600.430.460.470.491.700.440.470.480.501.800.440.470.490.511.900.440.480.500.522.000.440.490.510.532.100.440.500.520.542.200.440.510.530.542.300.440.510.530.552.400.440.510.540.562.500.440.510.550.572.600.440.510.560.572.700.440.510.560.582.800.440.510.570.592.900.440.510.570.593.000.440.510.570.60