梁长编号线段AN1N2BCL（m)1.7591.5713.865α(°)090θ（rad)00.1221111110kμkL+μθ0.00263850.0328842780.0057975Ay(mm2)700700700Eg(Mpa)20250020250020250025米T梁14.39(1+e-(kL+μθ))/20.99868240.9838252660.997109637e-(kL+μθ)0.99739780.9676505320.994219273起点力（KN)969.6967.05935.76终点力（KN)平均拉力（KN)△L(mm)单端伸长量（967.05935.76930.35968.32951.40933.0612.0210.25.4448.000.00150.250.00150.250.00150.25 梁长编号线段AN1N2BCL（m)1.7591.5713.5α(°)090θ（rad)00.1221111110kμkL+μθ0.00263850.0328842780.0058425Ay(mm2)700700700Eg(Mpa)20250020250020250025米T梁14.45(1+e-(kL+μθ))/20.99868240.9838252660.997087267e-(kL+μθ)0.99739780.9676505320.994174534起点力（KN)969.6967.05935.76终点力（KN)平均拉力（KN)△L(mm)单端伸长量（967.05935.76930.31968.32951.40933.0412.0210.25.48.200.00150.250.00150.250.00150.25 梁长编号线段AN1N2BCL（m)1.7591.5713.92α(°)090θ（rad)00.1221111110kμkL+μθ0.00263850.0328842780.00588Ay(mm2)700700700Eg(Mpa)20250020250020250025米T梁14.5(1+e-(kL+μθ))/20.99868240.9838252660.997068627e-(kL+μθ)0.99739780.9676505320.994137253起点力（KN)969.6967.05935.76终点力（KN)平均拉力（KN)△L(mm)单端伸长量（967.05935.76930.268.32951.40933.0212.0210.25.8048.360.00150.250.00150.250.00150.25 梁长编号线段AN1N2BCL（m)1.7591.5713.945α(°)090θ（rad)00.1221111110kμkL+μθ0.00263850.0328842780.0059175Ay(mm2)700700700Eg(Mpa)20250020250020250025米T梁14.55(1+e-(kL+μθ))/20.99868240.9838252660.997049987e-(kL+μθ)0.99739780.9676505320.994099974起点力（KN)969.6967.05935.76终点力（KN)平均拉力（KN)△L(mm)单端伸长量（967.05935.76930.24968.32951.40933.0012.0210.25.9748.530.00150.250.00150.250.00150.25 梁长编号线段AN1N2BCL（m)1.7591.5713.97α(°)090θ（rad)00.1221111110kμkL+μθ0.00263850.0328842780.005955Ay(mm2)700700700Eg(Mpa)20250020250020250025米T梁14.6(1+e-(kL+μθ))/20.99868240.9838252660.997031348e-(kL+μθ)0.99739780.9676505320.994062696起点力（KN)969.6967.05935.76终点力（KN)平均拉力（KN)△L(mm)单端伸长量（967.05935.76930.21968.32951.40932.9812.0210.26.1348.690.00150.250.00150.250.00150.25 梁长编号线段AN1N2BCL（m)1.7591.5713.995α(°)090θ（rad)00.1221111110kμkL+μθ0.00263850.0328842780.0059925Ay(mm2)700700700Eg(Mpa)20250020250020250025米T梁14.65(1+e-(kL+μθ))/20.99868240.9838252660.99701271e-(kL+μθ)0.99739780.9676505320.9940219起点力（KN)969.6967.05935.76终点力（KN)平均拉力（KN)△L(mm)单端伸长量（967.05935.76930.17968.32951.40932.9712.0210.26.2948.850.00150.250.00150.250.00150.25 梁长编号线段AN1N2BCL（m)1.7591.5714.02α(°)090θ（rad)00.1221111110kμkL+μθ0.00263850.0328842780.00603Ay(mm2)700700700Eg(Mpa)20250020250020250025米T梁14.7(1+e-(kL+μθ))/20.99868240.9838252660.996994072e-(kL+μθ)0.99739780.9676505320.993988144起点力（KN)969.6967.05935.76终点力（KN)平均拉力（KN)△L(mm)单端伸长量（967.05935.76930.14968.32951.40932.9512.0210.26.49.020.00150.250.00150.250.00150.25 梁长编号线段AN1N2BCL（m)1.7591.5714.045α(°)090θ（rad)00.1221111110kμkL+μθ0.00263850.0328842780.0060675Ay(mm2)700700700Eg(Mpa)20250020250020250025米T梁14.75(1+e-(kL+μθ))/20.99868240.9838252660.9969735e-(kL+μθ)0.99739780.9676505320.99395087起点力（KN)969.6967.05935.76终点力（KN)平均拉力（KN)△L(mm)单端伸长量（967.05935.76930.10968.32951.40932.9312.0210.26.6249.180.00150.250.00150.250.00150.25 梁长编号线段AN1N2BCL（m)1.7591.5714.07α(°)090θ（rad)00.1221111110kμkL+μθ0.00263850.0328842780.006105Ay(mm2)700700700Eg(Mpa)20250020250020250025米T梁14.8(1+e-(kL+μθ))/20.99868240.9838252660.996956799e-(kL+μθ)0.99739780.9676505320.993913598起点力（KN)969.6967.05935.76终点力（KN)平均拉力（KN)△L(mm)单端伸长量（967.05935.76930.07968.32951.40932.9112.0210.26.7949.350.00150.250.00150.250.00150.25 梁长编号线段AN1N2BCL（m)1.7591.5714.095α(°)090θ（rad)00.1221111110kμkL+μθ0.00263850.0328842780.0061425Ay(mm2)700700700Eg(Mpa)20250020250020250025米T梁14.85(1+e-(kL+μθ))/20.99868240.9838252660.996938163e-(kL+μθ)0.99739780.9676505320.993876327起点力（KN)969.6967.05935.76终点力（KN)平均拉力（KN)△L(mm)单端伸长量（967.05935.76930.03968.32951.40932.9012.0210.26.99.510.00150.250.00150.250.00150.25 梁长编号线段AN1N2BCL（m)1.7591.5714.12α(°)090θ（rad)00.1221111110kμkL+μθ0.00263850.0328842780.00618Ay(mm2)700700700Eg(Mpa)20250020250020250025米T梁14.9(1+e-(kL+μθ))/20.99868240.9838252660.996919528e-(kL+μθ)0.99739780.9676505320.993839057起点力（KN)969.6967.05935.76终点力（KN)平均拉力（KN)△L(mm)单端伸长量（967.05935.76930.00968.32951.40932.8812.0210.27.1149.670.00150.250.00150.250.00150.25长量（mm).00长量（mm).20长量（mm).36长量（mm).53长量（mm).69长量（mm).85长量（mm).02长量（mm).18长量（mm).35长量（mm).51长量（mm).67 梁长编号线段L（m)AN1N2BC1.221.5716.084α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.009126Ay(mm2)70070070030米T梁17.75Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2025002025002025000.9990858370.9838252660.99577580.9981716730.9676505320.990915516起点力（KN)969.6967.83936.52终点力（KN)平均拉力（KN)△L(mm)967.83936.52928.01968.71952.17932.268.3410.50.0158.90单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25 梁长编号线段L（m)AN1N2BC1.221.5716.109α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.0091635Ay(mm2)70070070030米T梁17.8Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2025002025002025000.9990858370.9838252660.99391780.9981716730.9676505320.990878357起点力（KN)969.6967.83936.52终点力（KN)平均拉力（KN)△L(mm)967.83936.52927.968.71952.17932.258.3410.50.1859.07单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25 梁长编号线段L（m)AN1N2BC1.221.5716.134α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.009201Ay(mm2)70070070030米T梁17.85Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2025002025002025000.9990858370.9838252660.992060.9981716730.9676505320.9908412起点力（KN)969.6967.83936.52终点力（KN)平均拉力（KN)△L(mm)967.83936.52927.94968.71952.17932.238.3410.50.3459.23单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25 梁长编号线段L（m)AN1N2BC1.221.5716.159α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.0092385Ay(mm2)70070070030米T梁17.9Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2025002025002025000.9990858370.9838252660.99020220.9981716730.9676505320.990804044起点力（KN)969.6967.83936.52终点力（KN)平均拉力（KN)△L(mm)967.83936.52927.91968.71952.17932.218.3410.50.5059.39单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25 梁长编号线段L（m)AN1N2BC1.221.5716.184α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.009276Ay(mm2)70070070030米T梁17.95Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2025002025002025000.9990858370.9838252660.9953834450.9981716730.9676505320.9907668起点力（KN)969.6967.83936.52终点力（KN)平均拉力（KN)△L(mm)967.83936.52927.87968.71952.17932.208.3410.50.6759.56单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25 梁长编号线段L（m)AN1N2BC1.221.5716.209α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.0093135Ay(mm2)70070070030米T梁18Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2020002020002020000.9990858370.9838252660.99538680.9981716730.9676505320.990729736起点力（KN)976.5974.71943.18终点力（KN)平均拉力（KN)△L(mm)974.71943.134.44975.61958.95938.818.4210.61.2260.30单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25 梁长编号线段L（m)AN1N2BC1.221.5716.234α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.009351Ay(mm2)70070070030米T梁18.05Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2025002025002025000.9990858370.9838252660.9953462920.9981716730.9676505320.990692585起点力（KN)969.6967.83936.52终点力（KN)平均拉力（KN)△L(mm)967.83936.52927.80968.71952.17932.168.3410.51.0059.单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25 梁长编号线段L（m)AN1N2BC1.221.5716.259α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.0093885Ay(mm2)70070070030米T梁18.1Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2025002025002025000.9990858370.9838252660.9953277170.9981716730.9676505320.9906534起点力（KN)969.6967.83936.52终点力（KN)平均拉力（KN)△L(mm)967.83936.52927.77968.71952.17932.148.3410.51.1660.05单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25 梁长编号线段L（m)AN1N2BC1.221.5716.284α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.009426Ay(mm2)70070070030米T梁18.15Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2025002025002025000.9990858370.9838252660.9953091430.9981716730.9676505320.990618285起点力（KN)969.6967.83936.52终点力（KN)平均拉力（KN)△L(mm)967.83936.52927.73968.71952.17932.138.3410.51.3260.21单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25 梁长编号线段L（m)AN1N2BC1.221.5716.309α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.0094635Ay(mm2)70070070030米T梁18.2Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2025002025002025000.9990858370.9838252660.9952905690.9981716730.9676505320.990581138起点力（KN)969.6967.83936.52终点力（KN)平均拉力（KN)△L(mm)967.83936.52927.70968.71952.17932.118.3410.51.4960.38单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25 梁长编号线段L（m)AN1N2BC1.221.5716.334α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.009501Ay(mm2)70070070030米T梁18.25Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2025002025002025000.9990858370.9838252660.9952719960.9981716730.9676505320.9903992起点力（KN)969.6967.83936.52终点力（KN)平均拉力（KN)△L(mm)967.83936.52927.66968.71952.17932.098.3410.51.6560.单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25 梁长编号线段L（m)AN1N2BC1.221.5716.359α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.0095385Ay(mm2)70070070030米T梁18.3Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2025002025002025000.9990858370.9838252660.9952534240.9981716730.9676505320.990506847起点力（KN)969.6967.83936.52终点力（KN)平均拉力（KN)△L(mm)967.83936.52927.63968.71952.17932.078.3410.51.8160.70单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25 梁长编号线段L（m)AN1N2BC1.221.5716.384α(°)090θ（rad)0kμkL+μθ0.001830.0328842780.009576Ay(mm2)70070070030米T梁18.35Eg(Mpa)(1+e-(kL+μθ))/2e-(kL+μθ)2025002025002025000.9990858370.9838252660.9952348520.9981716730.9676505320.990469704起点力（KN)969.6967.83936.52终点力（KN)平均拉力（KN)△L(mm)967.83936.52927.59968.71952.17932.068.3410.51.9860.87单端伸长量（mm)0.00150.250.1221111110.00150.2500.00150.25
