桩身截面弯矩.xls

1、z=9.1M0=1056.22EI=607129.6=0.44H0=96.533EI=267137.02x0=0.00360/=-0.0034090=-0.0015M0/2EI=0.0017397EI=3136000H0/3EI=0.0003614A3、B3、C3、D3由公路桥涵地基与基础设计规范(JTJ 024-85)附表6.12查得，计算见下表桩桩 身身 弯弯 矩矩 M My y 计计 算算yh=yA3B3C3D3My(m)(m)(kNm)000.000000.000001.000000.000001056.20.2270.1-0.00017-0.000011.000000.1000010

2、77.80.4550.2-0.00133-0.000130.999990.200001097.40.6820.3-0.00450-0.000670.999940.300001113.40.9090.4-0.01067-0.002130.999740.399981124.51.1360.5-0.02083-0.005210.999220.499911129.71.3640.6-0.03600-0.010800.998060.599741128.31.5910.7-0.05716-0.020010.995800.699351120.01.8180.8-0.08532-0.034120.991810

3、.798541104.42.0450.9-0.12144-0.054660.985240.897051081.62.2731-0.16652-0.083290.975010.994451051.62.5001.1-0.22152-0.121920.959751.090161014.62.7271.2-0.28737-0.172600.937831.18342971.02.9551.3-0.36496-0.237600.907271.27320921.13.1821.4-0.45515-0.319330.865731.35821865.33.4091.5-0.55870-0.420390.815

4、041.43680808.83.6361.6-0.67629-0.543480.738591.50695737.83.8641.7-0.80848-0.691440.646371.56621666.84.0911.8-0.95564-0.867150.529971.61162591.64.3181.9-1.11796-1.073570.385031.63969512.44.5452-1.29535-1.313610.206761.64628429.65.0002.2-1.69334-1.90567-0.270871.57538253.55.4552.4-2.14117-2.66329-0.948851.3520164.75.9092.6-2.62126-3.59987-1.877340.91679-136.26.3642.8-3.10341-4.71748-3.107910.19729-348.56.8183-3.54058-5.99979-4.68788-0.89126-570.27.9553.5-3.91921-9.54367-10.34040-5.85402-1132.79.0914-1.61428-11.73066-17.91860-15.07550-1528.5