主梁弯矩计算表

1、项次荷载简图kM；kMa akM bkm2kMbkMCC恒载G Gg GG GG GII II 1 J II0.23852.201-0.286)28.8510.111-0.19187.639-105.31540.644-69.937JJ活载0.28684.672-0.143-50.821-45.104-0.095101.606-50.803-33.652活载0.22642.276-0.32136.3740.194-0.04880.29-114.04168.72-17.003活载-11.25-22.5-0.0950.17539.652-0.286-33.7562.172-101.309活载74.

2、264-0.178-36.491-9.7440.048-63.23817.003活载15.1830.36-0.1310.19810.339-0.143-45.5412.093-50.803内 力 组 合+189.245136.873-156.118-21.97-4.46-103.589+167.92994.477-219.35665.225109.364-86.94+87.63929.701-139.06591.02380.296-171.246+184.982126.465-168.553-7.6430.9-52.934+87.63982.561-150.85540.94450.983-12

3、0.74最不M min组合项次+利 内M min 组合值(KN.m)87.63929.701-219.356-21.97-4.46-171.246力M max组合项次+Mmax 组合值(KN.m)189.245136.873-139.06591.023109.364-52.934项次荷载简图kVAkVBLkVBRkVclkVCRkVDLkVDRk vE恒载0.714-1.2861.095-0.9050.905-1.0951.286-0.71443.607-78.96966.87655.27255.272-66.87678.969-43.607活载0.857-1.1430.0480.0480.9

4、52-1.0480.1430.14352.34-69.8082.9322.93251.142-64.0068.7348.734活载0.679-1.3211.274-0.726-0.107-0.1071.155-0.84541.469-80.67977.808-44.34-6.535-6.53570.54-51.608卸载-0.095-0.0950.81-1.191.19-0.810.0950.095-5.802-5.80249.47-72.67872.678-49.475.8025.802卸载0.822-1.1780.2260.226-0.06-0.060.0120.01250.203-71.94513.80313.803-3.664-3.6640.7330.733卸载-0.131-0.1310.988-1.0120.1780.178-0.306-0.306-8.001-8.00160.341-61.80710.87110.871-18.689-18.689Vmin (KN)组合项次+组合值35.606-159.64869.808-17.40648.737-130.88260.28-94.21