wall design
DESCRIPTION
Design of wall using Moody's chart(design is based upon limit state method)TRANSCRIPT
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