正常使用短期效应组合(新).doc

华东交通大学土木建筑学院设计（论文）纸 第 页正常使用短期效应组合(MPA)主截面应力表节点号应力上缘正应力下缘正应力最大主应力最大最小最大最小主压应力主拉应力1应力属性7.771.12.731.317.770.1962应力属性7.110.4743.611.947.110.1963应力属性9.671.854.210.8799.670.1964应力属性11.32.316.71.4311.30.1965应力属性13.33.455.980.56113.30.1966应力属性14.13.247.060.72514.10.1967应力属性142.369.712.92140.1968应力属性11.80.021212.55.8112.50.1969应力属性12.30.097612.97.0212.90.19610应力属性14.11.3812.47.6714.10.19611应力属性14.11.4410.37.1814.10.19612应力属性14.61.867.235.4714.60.19613应力属性14.81.996.785.6814.80.19614应力属性15.12.236.776.0515.10.19615应力属性14.41.556.175.8114.40.19616应力属性13.60.7564.584.5913.60.19617应力属性130.08885.195.17130.19618应力属性13.60.7834.544.5813.60.19619应力属性14.51.646.065.7314.50.19620应力属性13.91.286.175.6313.90.19621应力属性13.61.126.145.3113.60.19622应力属性13.61.156.074.7613.60.19623应力属性13.20.8598.656.1913.20.19624应力属性12.20.075113.69.1813.60.19625应力属性12.20.075311.46.3312.20.19626应力属性12.20.199125.6412.20.19627应力属性12.30.25813.75.7213.70.19628应力属性12.60.55613.54.5213.50.19629应力属性12.70.66712.12.9712.70.19630应力属性12.70.663122.8812.70.19631应力属性141.6611.82.79140.19632应力属性12.70.57512.84.0312.80.19633应力属性12.90.64514.96.6814.90.19634应力属性12.70.55713.36.6613.30.19635应力属性12.80.51712.26.9512.80.19636应力属性141.52149.49140.19637应力属性13.91.489.26.6413.90.19638应力属性14.31.766.545.1514.30.19639应力属性14.41.736.435.5514.40.19640应力属性14.82.037.216.4714.80.19641应力属性14.41.66.315.9414.40.19642应力属性13.70.8484.684.713.70.19643应力属性13.10.1625.335.2913.10.19644应力属性13.70.834.724.713.70.19645应力属性14.41.546.426.0114.40.19646应力属性130.5096.65.92130.19647应力属性12.60.226.835.7312.60.19648应力属性12.40.06427.085.3512.40.19649应力属性13.40.88610.27.0913.40.19650应力属性12.50.17711.67.0612.50.19651应力属性130.66111.55.96130.19652应力属性12.70.76710.94.5412.70.19653应力属性12.51.148.712.1212.50.19654应力属性11.91.47.761.2911.90.19655应力属性11.62.136.50.98211.60.19656应力属性11.32.256.751.4811.30.19657应力属性9.581.784.280.9359.580.19658应力属性7.050.4273.651.977.050.196验算容许值16.2016.2019.4-1.06是否满足要求是是是是是是正常使用长期效应组合(MPA)主截面应力表节点号应力上缘正应力下缘正应力最大主应力最大最小最大最小主压应力主拉应力1应力属性4.934.932.252.254.930.1962应力属性4.274.223.083.024.270.1963应力属性6.35.73.712.956.30.1964应力属性7.566.456.164.577.560.1965应力属性9.338.075.393.599.330.1966应力属性9.938.426.13.929.930.1967应力属性9.718.128.466.139.710.1968应力属性7.495.9411.18.8411.10.1969应力属性8.096.6911.49.2511.40.19610应力属性9.928.7210.99.0710.90.19611应力属性109.079.077.63100.19612应力属性10.69.86.185.0310.60.19613应力属性10.910.15.92510.90.19614应力属性11.210.66.035.2711.20.19615应力属性10.59.915.544.8610.50.19616应力属性9.699.074.083.59.690.19617应力属性9.098.454.684.079.090.19618应力属性9.719.14.053.489.710.19619应力属性10.6105.434.7810.60.19620应力属性9.969.395.444.779.960.19621应力属性9.619.045.284.569.610.19622应力属性9.538.935.014.199.530.19623应力属性9.038.387.386.429.030.19624应力属性7.917.1712.11112.10.19625应力属性7.76.869.748.4910.10.19626应力属性7.526.5610.38.8810.30.19627应力属性7.386.2211.810.211.80.19628应力属性7.516.1811.69.7311.60.19629应力属性7.56.1210.28.2610.20.19630应力属性7.56.1210.18.1710.10.19631应力属性8.757.379.948.049.940.19632应力属性7.556.2210.99.1110.90.19633应力属性7.96.7213.111.413.10.19634应力属性7.997.0211.610.211.60.19635应力属性8.277.4310.59.2610.50.19636应力属性9.728.9912.511.312.50.19637应力属性9.829.177.926.979.820.19638应力属性10.39.75.484.6610.30.19639应力属性10.49.815.574.8510.40.19640应力属性10.910.46.485.8110.90.19641应力属性10.69.975.685.0310.60.19642应力属性9.799.194.193.629.790.19643应力属性9.198.544.824.219.190.19644应力属性9.789.164.223.649.780.19645应力属性10.59.95.795.110.50.19646应力属性9.18.455.865.19.10.19647应力属性8.667.935.975.048.660.19648应力属性8.427.576.034.888.420.19649应力属性9.378.398.957.59.530.19650应力属性8.47.2110.28.2910.20.19651应力属性8.787.39107.89100.19652应力属性8.46.879.57.239.50.19653应力属性8.216.617.455.128.210.19654应力属性7.666.146.84.627.660.19655应力属性7.696.435.914.117.690.19656应力属性7.496.386.214.637.490.19657应力属性6.225.613.773.016.220.19658应力属性4.214.163.123.064.530.196验算容许值16.2016.2019.4-1.06是否满足要求是是是是是是基本组合(持久状况应力验算)(MPA)主截面应力表节点号应力上缘正应力下缘正应力最大主应力最大最小最大最小主压应力主拉应力1应力属性8.481.382.851.648.480.1962应力属性7.820.563.812.417.820.1963应力属性10.81.664.491.6210.80.1964应力属性12.81.937.22.5712.80.1965应力属性14.83.346.561.4114.80.1966应力属性15.83.267.881.215.80.1967应力属性15.72.6210.73.215.70.1968应力属性13.40.23813.66.0213.60.1969应力属性13.80.912146.7140.19610应力属性15.42.9713.66.8815.40.19611应力属性15.33.3711.36.0815.30.19612应力属性15.74.148.093.9215.70.19613应力属性15.94.497.524.2315.90.19614应力属性16.14.967.424.7516.10.19615应力属性15.44.276.764.4715.40.19616应力属性14.63.415.073.2314.60.19617应力属性142.745.73.81140.19618应力属性14.63.455.023.2314.60.19619应力属性15.54.46.624.3815.50.19620应力属性14.93.826.764.2214.90.19621应力属性14.63.496.763.7614.60.19622应力属性14.73.386.753.0214.70.19623应力属性14.32.829.414.814.30.19624应力属性13.41.5614.58.6914.50.19625应力属性13.61.1812.35.7113.60.19626应力属性13.80.80412.95.5913.80.19627应力属性140.35414.56.3814.50.19628应力属性14.50.27414.35.4914.50.19629应力属性14.60.22312.93.8214.60.19630应力属性14.70.21212.83.7214.70.19631应力属性15.91.4612.73.615.90.19632应力属性14.60.29913.74.8714.60.19633应力属性14.60.84215.77.5715.70.19634应力属性14.31.2614.16.8514.30.19635应力属性14.21.73136.4714.20.19636应力属性15.33.3714.89.0615.30.19637应力属性15.13.69.955.3515.10.19638应力属性15.44.157.223.4915.40.19639应力属性15.44.257.054.0515.40.19640应力属性15.84.777.85.2615.80.19641应力属性15.54.366.884.6315.50.19642应力属性14.73.535.163.3714.70.19643应力属性14.12.835.853.9514.10.19644应力属性14.73.55.213.3714.70.19645应力属性15.44.267.014.7215.40.19646应力属性142.817.254.58140.19647应力属性13.72.287.574.2813.70.19648应力属性13.51.97.943.7613.50.19649应力属性14.62.711.25.9414.60.19650应力属性13.91.4812.86.113.90.19651应力属性14.51.6312.75.3514.50.19652应力属性14.31.19124.4114.30.19653应力属性14.21.19.722.1914.20.19654应力属性13.50.9718.581.8913.50.19655应力属性13.11.77.081.9313.10.19656应力属性12.71.867.252.6212.70.19657应力属性10.71.584.561.6910.70.19658应力属性7.760.5013.852.457.760.145验算容许值16.2016.2019.4-1.00E+03是否满足要求是是是是是是预应力钢束最大拉应力验算钢束号钢束沿程最大应力钢束号钢束沿程最大应力1-1.09E+0341-1.21E+032-1.07E+0342-1.20E+033-1.12E+0343-1.09E+034-1.12E+0344-1.07E+035-1.14E+0345-1.12E+036-1.14E+0346-1.12E+037-1.15E+0347-1.14E+038-1.16E+0348-1.15E+039-1.18E+0349-1.16E+0310-1.19E+0350-1.17E+0311-1.20E+0351-1.19E+0312-1.20E+0352-1.19E+0313-1.20E+0353-1.21E+0314-1.20E+0354-1.19E+0315-1.20E+0355-1.18E+0316-1.20E+0356-1.20E+0317-1.17E+0357-1.18E+0318-1.21E+0358-1.20E+0319-1.20E+0359-1.17E+0320-1.20E+0360-1.21E+0321-1.20E+0361-1.20E+0322-1.21E+0362-1.21E+0323-1.21E+0363-1.21E+0324-1.16E+0364-1.21E+0325-1.21E+0365-1.21E+0326-1.16E+0366-1.07E+0327-1.20E+0367-1.14E+0328-1.20E+0368-1.19E+0329-1.21E+0369-1.21E+0330-1.20E+0370-1.20E+0331-1.21E+0371-1.21E+0332-1.07E+0372-1.21E+0333-1.14E+0373-1.20E+0334-1.18E+0374-1.20E+0335-1.20E+0375-1.21E+0336-1.20E+0376-1.21E+0337-1.21E+0377-1.16E+0338-1.21E+0378-1.16E+0339-1.20E+0379-1.09E+0340-1.21E+03容许应力-1.21E+03是否满足是承载能力极限状态正截面强度验算基本组合节点号内力属性Mj极限抗力受力类型是否满足最小配筋率是否满足1最大弯矩1.14E+042.82E+05下拉偏压是是最小弯矩9.48E+032.82E+05下拉偏压是是2最大弯矩5.30E+033.09E+05下拉偏压是是最小弯矩2.65E+033.19E+05下拉偏压是是3最大弯矩2.39E+042.25E+05下拉偏压是是最小弯矩1.77E+032.97E+05下拉偏压是是4最大弯矩2.98E+041.85E+05下拉偏压是是最小弯矩-8.54E+032.34E+05上拉偏压是是5最大弯矩4.21E+041.91E+05下拉偏压是是最小弯矩-3.55E+032.62E+05上拉偏压是是6最大弯矩4.79E+041.92E+05下拉偏压是是最小弯矩-9.07E+032.53E+05上拉偏压是是7最大弯矩4.24E+042.06E+05下拉偏压是是最小弯矩-2.20E+042.33E+05上拉偏压是是8最大弯矩2.52E+042.41E+05下拉偏压是是最小弯矩-4.64E+042.00E+05上拉偏压是是9最大弯矩2.46E+042.64E+05下拉偏压是是最小弯矩-5.17E+042.04E+05上拉偏压是是10最大弯矩3.17E+042.82E+05下拉偏压是是最小弯矩-4.59E+042.30E+05上拉偏压是是11最大弯矩4.11E+043.24E+05下拉偏压是是最小弯矩-3.89E+042.63E+05上拉偏压是是12最大弯矩7.15E+043.35E+05下拉偏压是是最小弯矩-1.58E+043.31E+05上拉偏压是是13最大弯矩8.33E+043.83E+05下拉偏压是是最小弯矩-9.49E+033.91E+05上拉偏压是是14最大弯矩9.52E+044.28E+05下拉偏压是是最小弯矩-4.03E+034.42E+05上拉偏压是是15最大弯矩1.05E+054.65E+05下拉偏压是是最小弯矩-3.74E+034.82E+05上拉偏压是是16最大弯矩1.29E+055.24E+05下拉偏压是是最小弯矩9.80E+036.39E+05下拉偏压是是17最大弯矩1.08E+055.49E+05下拉偏压是是最小弯矩-1.08E+045.75E+05上拉偏压是是18最大弯矩1.30E+055.23E+05下拉偏压是是最小弯矩1.13E+046.39E+05下拉偏压是是19最大弯矩1.08E+054.62E+05下拉偏压是是最小弯矩6445.35E+05下拉偏压是是20最大弯矩8.61E+044.27E+05下拉偏压是是最小弯矩-6.92E+034.36E+05上拉偏压是是21最大弯矩7.50E+043.83E+05下拉偏压是是最小弯矩-8.48E+033.91E+05上拉偏压是是22最大弯矩6.94E+043.28E+05下拉偏压是是最小弯矩-7.85E+033.44E+05上拉偏压是是23最大弯矩4.17E+043.17E+05下拉偏压是是最小弯矩-2.74E+042.75E+05上拉偏压是是24最大弯矩1.15E+043.14E+05下拉偏压是是最小弯矩-5.71E+042.21E+05上拉偏压是是25最大弯矩2.49E+042.63E+05下拉偏压是是最小弯矩-3.97E+042.23E+05上拉偏压是是26最大弯矩2.60E+042.42E+05下拉偏压是是最小弯矩-3.87E+042.23E+05上拉偏压是是27最大弯矩2.54E+042.31E+05下拉偏压是是最小弯矩-4.26E+042.11E+05上拉偏压是是28最大弯矩3.04E+041.94E+05下拉偏压是是最小弯矩-3.89E+042.01E+05上拉偏压是是29最大弯矩3.59E+041.86E+05下拉偏压是是最小弯矩-3.27E+041.97E+05上拉偏压是是30最大弯矩3.62E+041.83E+05下拉偏压是是最小弯矩-3.21E+041.91E+05上拉偏压是是31最大弯矩4.01E+041.86E+05下拉偏压是是最小弯矩-2.76E+042.07E+05上拉偏压是是32最大弯矩3.21E+041.92E+05下拉偏压是是最小弯矩-3.66E+041.98E+05上拉偏压是是33最大弯矩2.32E+042.36E+05下拉偏压是是最小弯矩-4.54E+042.07E+05上拉偏压是是34最大弯矩2.32E+042.47E+05下拉偏压是是最小弯矩-4.23E+042.23E+05上拉偏压是是35最大弯矩2.42E+042.63E+05下拉偏压是是最小弯矩-4.09E+042.26E+05上拉偏压是是36最大弯矩1.78E+043.02E+05下拉偏压是是最小弯矩-4.92E+042.40E+05上拉偏压是是37最大弯矩4.31E+043.17E+05下拉偏压是是最小弯矩-2.62E+042.82E+05上拉偏压是是38最大弯矩7.17E+043.29E+05下拉偏压是是最小弯矩-5.94E+033.49E+05上拉偏压是是39最大弯矩7.96E+043.80E+05下拉偏压是是最小弯矩-4.64E+033.98E+05上拉偏压是是40最大弯矩8.45E+044.38E+05下拉偏压是是最小弯矩-8.20E+034.39E+05上拉偏压是是41最大弯矩1.03E+054.69E+05下拉偏压是是最小弯矩-3.52E+034.84E+05上拉偏压是是42最大弯矩1.28E+055.29E+05下拉偏压是是最小弯矩9.77E+036.41E+05下拉偏压是是43最大弯矩1.06E+055.54E+05下拉偏压是是最小弯矩-1.22E+045.74E+05上拉偏压是是44最大弯矩1.27E+055.29E+05下拉偏压是是最小弯矩8.48E+036.41E+05下拉偏压是是45最大弯矩1.01E+054.71E+05下拉偏压是是最小弯矩-7.44E+034.79E+05上拉偏压是是46最大弯矩7.00E+044.41E+05下拉偏压是是最小弯矩-2.51E+044.10E+05上拉偏压是是47最大弯矩5.94E+043.95E+05下拉偏压是是最小弯矩-2.95E+043.52E+05上拉偏压是是48最大弯矩5.36E+043.41E+05下拉偏压是是最小弯矩-3.09E+042.96E+05上拉偏压是是49最大弯矩3.78E+043.31E+05下拉偏压是是最小弯矩-4.18E+042.57E+05上拉偏压是是50最大弯矩2.90E+042.87E+05下拉偏压是是最小弯矩-4.91E+042.16E+05上拉偏压是是51最大弯矩3.35E+042.56E+05下拉偏压是是最小弯矩-4.10E+042.19E+05上拉偏压是是52最大弯矩3.48E+042.30E+05下拉偏压是是最小弯矩-3.51E+042.19E+05上拉偏压是是53最大弯矩4.06E+042.04E+05下拉偏压是是最小弯矩-2.35E+042.18E+05上拉偏压是是54最大弯矩3.73E+041.95E+05下拉偏压是是最小弯矩-1.80E+042.21E+05上拉偏压是是55最大弯矩3.46E+041.90E+05下拉偏压是是最小弯矩-9.85E+032.38E+05上拉偏压是是56最大弯矩2.94E+041.85E+05下拉偏压是是最小弯矩-8.91E+032.32E+05上拉偏压是是57最大弯矩2.33E+042.26E+05下拉偏压是是最小弯矩1.25E+032.99E+05下拉偏压是是58最大弯矩4.89E+033.11E+05下拉偏压是是最小弯矩2.30E+033.21E+05下拉偏压是是第1阶段施工组合应力施工阶段应力验算(Mpa)节点号应力上缘最大正应力上缘最小正应力下缘最大正应力下缘最小正应力最大主压应力最大主拉应力14应力1.511.510.3380.3381.720.19615应力1.891.89-0.1-0.11.89-0.116应力1.791.79-0.134-0.1341.79-0.13417应力1.661.66-2.28E-02-2.28E-021.71-2.28E-0218应力1.791.79-0.134-0.1341.79-0.13419应力1.891.89-0.1-0.11.89-0.120应力1.511.510.3380.3381.720.19640应力1.791.790.9330.9332.250.19641应力2.642.64-9.00E-03-9.00E-032.64-9.00E-0342应力2.642.64-0.178-0.1782.64-0.17843应力2.512.51-6.73E-02-6.73E-022.51-6.73E-0244应力2.642.64-0.178-0.1782.64-0.17845应力2.642.64-8.98E-03-8.98E-032.64-8.98E-0346应力1.791.790.9330.9332.250.196验算容许值22.7-3.0522.7-3.0500是否满足是是是是是 是第22阶段施工组合应力施工阶段应力验算(Mpa)节点号应力上缘最大正应力上缘最小正应力下缘最大正应力下缘最小正应力最大主压应力最大主拉应力1应力5.125.122.312.315.120.1962应力4.434.433.123.124.540.1963应力5.035.034.954.955.030.1964应力5.195.198.638.638.630.1965应力5.085.088.58.58.50.1966应力6.966.968.958.958.950.1967应力6.866.8611.211.211.20.1968应力4.834.8313.513.513.50.1969应力6.16.11313130.19610应力8.668.6611.811.811.80.19611应力9.429.429.249.249.550.19612应力10.510.55.835.8310.50.19613应力9.529.525.155.159.520.19614应力10.310.34.844.8410.30.19615应力11.211.24.524.5211.20.19616应力10.410.43.073.0710.40.19617应力9.899.893.593.599.890.19618应力10.410.43.093.0910.40.19619应力11.211.24.584.5811.20.19620应力11.611.65.315.3111.60.19621应力10.810.85.535.5310.80.19622应力10.210.26.266.2610.20.19623应力9.559.556.636.639.550.19624应力9.039.036.76.79.030.19625应力6.866.865.295.296.860.19626应力5.395.393.883.885.390.19627应力3.983.982.292.293.980.19628应力3.383.38-0.475-0.4753.38-0.47529应力1.671.67-0.502-0.5021.89-0.50231应力1.481.48-0.447-0.4471.89-0.44732应力1.021.020.2320.2322.050.19633应力1.421.421.611.612.670.19634应力4.724.724.054.054.720.19635应力5.795.795.65.65.970.19636应力8.18.16.96.98.10.19637应力8.688.686.826.828.680.19638应力9.369.366.466.469.360.19639应力10.110.15.725.7210.10.19640应力11.111.16.066.0611.10.19641应力11.111.14.844.8411.10.19642应力10.510.53.243.2410.50.19643应力9.989.983.743.749.980.19644应力10.510.53.223.2210.50.19645应力11.211.24.784.7811.20.19646应力9.519.515.025.029.510.19647应力8.758.755.345.348.750.19648应力8.168.165.75.78.160.19649应力8.778.779.129.129.640.19650应力7.227.221111110.19651应力6.9