现浇箱梁张拉伸长量计算表表格文件下载.xls

现浇箱梁张拉伸长量计算表表格文件下载.xls

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现浇箱梁钢铰线理论伸长量计算表Ag=140mm2、Ep=1.95105MPa、K=0.0015、U=0.23钢绞线编号分段LlXKX+e-（KX+）PqPzPpL伸长量（cm）（m）（m）（rad）（KN）（KN）（KN）（mm）（cm）1号腹板F1/F1a18179.96.8296.829-0.03750.00162890400.99837242195.300194.982195.14148.81455.320.3757.204-0.0187-0.00372874101.00373570194.982195.711195.3462.68333.49510.6990.00000.00524250000.99477122195.711194.687195.19824.99040.74311.4420.03770.00977726710.99027038194.687192.793193.7385.27357.57819.020.07800.02929868700.97112638192.793187.226189.99652.74060.74319.7630.03770.00977726710.99027038187.226185.405186.3145.07174.14823.9110.00000.00622200000.99379732185.405184.255184.82928.08382.46126.3720.00000.00369150000.99631531184.255183.576183.91516.57991.43127.803-0.0719-0.01438019691.01448408183.576186.235184.9029.692108.39636.199-0.1436-0.02043530831.02064552186.235190.080188.15057.865111.43137.63-0.0719-0.01438019691.01448408190.080192.833191.45310.035127.15144.7810.00000.01072650000.98933083192.833190.775191.80250.241131.43146.2120.07190.01867319690.98150008190.775187.246189.0059.907148.39654.6080.14360.04562330830.95540182187.246178.895183.03956.293151.43156.0390.07190.01867319690.98150008178.895175.586177.2359.290162.30158.340.00000.00345150000.99655445175.586174.981175.28314.774174.30862.6480.00000.00646200000.99355884174.981173.854174.41627.523180.74363.391-0.0377-0.00754826711.00757682173.854175.171174.5114.750197.57870.969-0.0780-0.00656468701.00658628175.171176.325175.74748.784200.74371.712-0.0377-0.00754826711.00757682176.325177.661176.9924.817213.49575.2070.00000.00524250000.99477122177.661176.732177.19622.685220.37575.5820.01870.00485374100.99515802176.732175.876176.3032.422236.21781.7990.03750.01794009600.98221988175.876172.749174.30839.695现浇箱梁钢铰线理论伸长量计算表Ag=140mm2、Ep=1.95105MPa、K=0.0015、U=0.23钢绞线编号分段LlXKX+e-（KX+）PqPzPpL伸长量（cm）（m）（m）（rad）（KN）（KN）（KN）（mm）（cm）1号腹板F2/F2a18118.85.0065.006-0.0585-0.00593876171.00595643195.300196.463195.88135.91954.820.5845.59-0.0291-0.00581576681.00583271196.463197.609197.0364.21536.51112.1010.00000.00976650000.99028104197.609195.689196.64746.90041.34813.4490.06740.01752506130.98262762195.689192.289193.9849.57856.15919.6080.13520.04034096490.96046193192.289184.686188.46242.51861.34820.9560.06740.01752506130.98262762184.686181.478183.0779.04072.34323.29900.00351450000.99649167181.478180.841181.15915.54881.3524.64900.00202500000.99797705180.841180.475180.6588.93491.64826.297-0.08294-0.01660375031.01674235180.475183.497181.98210.986106.86433.161-0.16544-0.02775514411.02814389183.497188.661186.06746.783111.64834.809-0.08294-0.01660375031.01674235188.661191.820190.23611.4841211.5746.37900.01735500000.98279474191.820188.520190.16580.594131.64848.0270.0829380.02154775030.97868276188.520184.501186.50311.258146.86454.8910.165440.04834714410.95280300184.501175.793180.11245.285151.64856.5390.0829380.02154775030.97868276175.793172.046173.91210.498161.1957.72900.00178500000.99821659172.046171.739171.8927.493172.50360.23200.00375450000.99625254171.739171.095171.41715.716181.34861.58-0.0674-0.01348106131.01357233171.095173.417172.2548.505196.15967.739-0.13523-0.02186396491.02210472173.417177.251175.32739.555201.34869.087-0.0674-0.01348106131.01357233177.251179.656178.4518.811216.51175.59800.00976650000.99028104179.656177.910178.78242.639220.58476.1820.0290950.00756776680.99246080177.910176.569177.2393.791235.00681.1880.0584690.02095676170.97926132176.569172.907174.73232.041现浇箱梁钢铰线理论伸长量计算表Ag=140mm2、Ep=1.95105MPa、K=0.0015、U=0.23钢绞线编号分段LlXKX+e-（KX+）PqPzPpL伸长量（cm）（m）（m）（rad）（KN）（KN）（KN）（mm）（cm）1号腹板F3/F3a18118.74.9074.907-0.0720-0.00920232531.00924479195.300197.106196.20135.26654.520.725.627-0.0361-0.00722148391.00724762197.106198.534197.8195.217310.16815.7950.00000.01525200000.98486373198.534195.529197.02873.38443.00318.7980.15260.03961319360.96116118195.529187.935191.70721.08851.57820.3760.30450.07241177410.93014785187.935174.807181.29210.47962.92323.2990.15410.03982637690.96095629174.807167.982171.37218.34973.08326.382-0.1541-0.03081737691.03129713167.982173.239170.59719.26681.57827.96-0.30454-0.06767777411.07002042173.239185.370179.23610.36093.00330.963-0.15265-0.03060419361.03107729185.370191.131188.23520.7061019.26150.22400.02889150000.97152189191.131185.688188.396132.919113.00353.2270.1526460.03961319360.96116118185.688178.476182.05820.026121.57854.8050.3045420.07241177410.93014785178.476166.009172.1679.952132.92357.7280.1540950.03982637690.96095629166.009159.527162.74617.425143.08360.811-0.1541-0.03081737691.03129713159.527164.520162.01118.296151.57862.389-0.30454-0.06767777411.07002042164.520176.040170.2159.839163.00365.392-0.15265-0.03060419361.03107729176.040181.510178.76119.6641710.16875.5600.01525200000.98486373181.510178.763180.13367.091180.7276.280.0360930.00938148390.99066239178.763177.094177.9274.693194.90781.1870.0720120.02392332530.97636058177.094172.907174.99231.45420212223分分段段求求和和分分段段求求和和分分段段求求和和现浇箱梁钢铰线理论伸长量计算表Ag=140mm2、Ep=1.95105MPa、K=0.0015、U=0.23钢绞线编号分段LlXKX+e-（KX+）PqPzPpL伸长量（cm）（m）（m）（rad）（KN）（KN）（KN）（mm）（cm）2号腹板F1/F1a18254.16.2176.217-