新建 Microsoft Excel 工作表

49.9139.057.212.35555556 122.8995.857.230.38055556 189.46147.787.246.83888889 257.12200.557.263.56527778 286.54223.57.270.83888889 270.53210.877.266.86111111

水平地震作用下框架柱端弯矩计算

边柱种猪

3.621.330.3526.875849.912225.030.365 3.64

4.450.464.00896.01252.190.4 3.663.360.45102.643212

5.452874.370.45 3.678.020.4512

6.3924154.479691.580.45 3.688.970.5160.146160.146103.90.5 3.994.340.725

7.5482110.3778110.740.7

地震内里活在内里32.8894257.21858中心线支座边缘

75.1536112.730449.9112.3643.73-17.689 120.4794147.252639.0412.3632.8621.311 148.3596181.328413.9710.358.795-1.335 187.02187.02122.8930.38107.7-22.193 302.3202129.565895.8530.3880.6624.59

34.4125.4921.665-1.645

189.4646.84166.04-21.384

147.7846.84124.3625.095

53.0539.333.4-0.554

257.1263.57225.335-21.38

200.5563.57168.76525.095

7253.3345.335-0.554

286.5470.84251.12-20.58

223.570.84188.0824.779

80.2359.4350.515-0.598

270.5366.86237.1-24.435

210.8766.86177.4424.779

75.7556.1147.695-0.287

19.045-11.975518.8 -20.09515.2825-20.34

3.65-0.24 3.405 19.223-16.426118.978 -19.91718.6149-20.162

4.56-0.277 4.315

19.032-15.674418.787

20.10831.127419.863

4.560.814 4.315 19.032-1

5.670418.787 -20.10819.0626-20.353

4.560.814 4.315 18.961-14.891718.716 -20.17918.7253-20.424

4.560.77 4.315 19.573-18.563119.328 -19.56718.9089-19.812

4.56 1.081 4.315