抗滑桩设计锚固段内力计算

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123

0,00,0

0,251.580,209.688

20,179.9355620,253.15041

40,93.6997240,280.689648

55.962,19.836161270940755.962,289.778622919013 60,0.98772000000001360,290.19903

60.212,-0.00058330558880470660.212,290.200081117033 80,-90.085280,281.194944

100,-171.4038100,254.81685

120,-234.85284120,213.82728

140,-272.31708140,162.611838

160,-275.68128160,107.1792

180,-236.8302180,55.1611139999999 200,-147.6486200,15.8124000000002 220,-0.0212400000003981220,0.0109500000003027 ,

0,176.1241

25,229.4083

50,259.5059

69.9525,266.889671610187 75,266.4169

75.265,266.365964996812 100,250.1413

125,210.6791

150,148.0303

175,62.1949

200,-46.8271

225,-179.0357

250,-334.4309

275,-513.0127

0,

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