动力基础计算的软件表格推荐下载.xlsx

动力基础计算的软件表格推荐下载.xlsx

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INPUTinBLUEFONTSMachineDataOperatingSpeedfm150.00rpmHorizontalUnbalanceForcePx12.00tZHorizontalUnbalanceForcePz0.00tWeightofMachineW36.00tVerticalExcitingForcePv1.50tPermissiableAmplitute0.04mmXUnbalanceforceatheighthz0.60mYSoilDataNatureofSoilSandyBearingCapacityofSoil2.00Kg/cm2CoefficientofuniformsoilshearCt2.25Kg/cm3ConcreteGradeM-150FoundationDataxyzPart121.808.750.80SoilTypeB.CapacityCzCoCTCphiPart216.005.302.15Kg/cm2Kg/cm3Kg/cm3Kg/cm3Kg/cm3Part316.000.800.90WeakSoil12411.5Part410.555.002.0224823Part51.525.002.53MediumSoil35102.53.75Part62.160.907.71461234.5Part71.851.3811.12StrongSoil57143.55.25Part8Rocks57143.55.25Part9Part10Part11Part12Part13Part14TotalHeightofFoundationH6.20ComputaionofCenterofGravityandMassmomentofInertiaStaticMomentofMassMomentofInertiaPartxyzWiMiXiYiZiWiXiWiYiWiZiMiXMiYMiZmi/12（l2xi+l2zi）xo=x-xizo=z-zimi（x2o+z2o）MachinePart136.003.673.653.752.80131.40135.00100.8013.3913.7610.286.210.29141.81MachinePart20.000.000.000.000.000.000.009.862.510.00MachinePart30.000.000.000.000.000.000.009.862.510.00FoundationPart121.808.750.80366.2437.3310.904.380.403992.021602.30146.50406.93163.3314.931480.521.042.11206.02FoundationPart216.005.302.15437.5744.6010.904.381.884769.491916.55820.44486.19195.3783.63968.741.040.6366.07FoundationPart316.000.800.9027.652.8210.904.383.40301.36121.1094.0030.7212.349.5860.321.040.895.30FoundationPart410.555.002.02255.5826.055.254.385.001341.771119.421277.88136.78114.11130.26250.494.612.49715.55FoundationPart51.525.002.5346.154.7011.254.385.00519.16202.12230.7452.9220.6023.523.411.392.4938.36FoundationPart62.160.907.7135.973.6713.104.385.00471.05157.56179.8648.0216.0618.3319.593.242.4961.20FoundationPart71.851.3811.1268.136.9515.084.385.001027.47298.43340.67104.7430.4234.7373.555.222.49232.50FoundationPart80.000.000.000.000.000.000.000.000.000.000.000.000.000.000.009.862.510.00FoundationPart90.000.000.000.000.000.000.000.000.000.000.000.000.000.000.009.862.510.00FoundationPart100.000.000.000.000.000.000.000.000.000.000.000.000.000.000.009.862.510.00FoundationPart110.000.000.000.000.000.000.000.000.000.000.000.000.000.000.009.862.510.00FoundationPart120.000.000.000.000.000.000.000.000.000.000.000.000.000.000.009.862.510.00FoundationPart130.000.000.000.000.000.000.000.000.000.000.000.000.000.000.009.862.510.00FoundationPart140.000.000.000.000.000.000.000.000.000.000.000.000.000.000.009.862.510.00SUM1273.28129.7912553.715552.473190.881279.69566.00325.272856.621466.80X=WiXi/Wi9.86mY=WiYi/Wi4.36mZ=WiZi/Wi2.51mMomentMvCausedbyHorizontalExcitingForceMv51.53t-mCircularFrequencywm15.71sec-1MomentofinertiaofbaseIv7554.34m4Massmomentofinertiaaboutyaxisjvmi/12（l2xi+l2zi）+mi（x2o+z2o）4323.42t-msec2Themassmomentofinertiapassingthroughcentroidofbaseareaandperpendiculartotheplaneofvibrationjnojv+mZ25138.55TheRatioav0.84Cq4ct9.00LimitingFrequenciesw2qvCqIvWZ/jvo1.32E+04sec-2wx2Ct*Af/mi3.31E+03sec-2wz2Cz*Af/mi6613.34sec-3W2n116504.64Sec-2W2n23150.47Sec-2NaturalFrequencyofFoundationf120.44cpsf28.93cpsAmplitudesf（w2m）mjv（w2n1-w2m）（w2n2-w2m）2.65E+13Horizontalamplitudeax（Cqiv-WS+CtAfS2-jvwm2）Pz+（CtAfSMv）/f（w2m）0.03363mmazPz/（m（wz2-wm2）0.00mmaqvCtAfSPz/f（w2m）+（CtAf-mw2m）My/f（w2m）0.00132mmNetAmplitudeatBaseax-aqvS0.03032mmNetHorizontalamplitudeatthetopoffoundationax+（H-S）aqv0.03850mmDynamicForces:

@#@FatigueFactor3.00fdCtAf（ax-aqvS）39.04510tDynamicMoment:

@#@MdCqIyaqv268.86t-mSoilStressrmaxW/Af+Md（lx-x）/Iy7.10T/M2rminW/Af-Md（lx-x）/Iy6.25T/M2MaximumStressonSoilduetoDeadLoadrW+fd/Af6.88T/M2MaximumStressonSoilduetoDynamicloadrmaxW+fd/Af+Md（lx-x）/Iy7.30T/M2MinimumStressonSoilduetoDynamicloadrminW+fd/Af-Md（lx-x）/Iy6.45T/M2StructuralDesignIntensityofSoilreaction6.68T/M258.41CalculationofStaticMomentIIIIIIIV216.86BendingMomentatDistance5.4505.455.4505.45216.86Weight10.0015.0020.00216.86Mst（T-M）162.36135.11107.86216.86216.86EvaluationofInertialForcesElementofthesystemWeightoftheElementxiziXi=（xi-xo）zi=（zi-zo）InertialForcesVertical（t）InertialForcesHorizontal（t）MachinePart136.006.2093-0.296.209325.220.09MachinePart20.009.85932.519.859328.020.00MachinePart30.009.85932.519.859328.020.00FoundationPart1366.24-1.04072.11-1.040727.620.93FoundationPart2437.57-1.04070.63-1.040726.141.11FoundationPart327.65-1.0407-0.89-1.040724.620.07FoundationPart4255.584.6093-2.494.609323.020.65FoundationPart546.15-1.3907-2.49-1.390723.020.12FoundationPart635.97-3.2357-2.49-3.235723.020.09FoundationPart768.13-5.2207-2.49-5.220723.020.17FoundationPart80.009.85932.519.859328.020.00FoundationPart90.009.85932.519.859328.020.00FoundationPart100.009.85932.519.859328.020.00FoundationPart110.009.85932.519.859328.020.00FoundationPart120.009.85932.519.859328.020.00FoundationPart130.009.85932.519.859328.020.00FoundationPart140.009.85932.519.859328.020.00Sum3.23DynamicLoadsDuetoInertialForceSectionI-I10.005.450.03Section2-215.005.450.04Section3-320.005.450.05Section4-40.005.450.00DuetoExcitingMomentLargestOrdinate1.95t/mDuetoDynamicMomentLargestOrdinate3.39t/mSectionMomentduetoDynamicForceMomentDuetoInertialForceMomentDuetoExcitingForceNetDynamicMomentStaticMomentNetMoment+ve-veI18.500.1410.6429.27162.36191.63133.08II18.500.2110.6429.34135.11164.45105.76III18.500.2810.6429.41107.86137.2778.44IV18.500.0010.6429.14216.86245.99187.72