某先簡支后連續(xù)T梁橋運梁過程分析案例1荷載組合根據(jù)《公路橋涵設(shè)計通用規(guī)范》JTGD60-2015，T梁在運輸時，構(gòu)件重力應(yīng)乘以動力系數(shù)1.2（對結(jié)構(gòu)不利時）或0.85（對結(jié)構(gòu)有利時）。本聯(lián)橋中，單片T梁重量按照214t計算，運梁車重量按照20t計算。運梁車載重平均分配到單側(cè)輪載上。分別計算承重梁和被運梁的承載能力。計算承重梁的荷載組合：1.2×自重+載重計算被運梁的荷載組合：0.85×自重+1.0×預(yù)應(yīng)力2計算結(jié)果（1）承重梁計算運輸過程中，承重T梁在運梁車載重及自身重力作用下，T梁的彎矩圖如下：圖1承重梁彎矩圖單元荷載階段步驟位置軸向(kN)剪力-y(kN)剪力-z(kN)扭矩(kN*m)彎矩-y(kN*m)彎矩-z(kN*m)101恒荷載預(yù)制架梁002(最后)I[460]-0.0200000101恒荷載預(yù)制架梁002(最后)J[461]-0.02021.350-5.760102恒荷載預(yù)制架梁002(最后)I[461]0.760-478.470-5.870102恒荷載預(yù)制架梁002(最后)J[462]0.760-400.990856.010103恒荷載預(yù)制架梁002(最后)I[462]-0.20-400.990856.010103恒荷載預(yù)制架梁002(最后)J[463]0.070-312.101743.230104恒荷載預(yù)制架梁002(最后)I[463]-3.720-312.0701743.230104恒荷載預(yù)制架梁002(最后)J[464]-2.810-253.3202334.280105恒荷載預(yù)制架梁002(最后)I[464]0.260-253.3302334.280105恒荷載預(yù)制架梁002(最后)J[465]0.260-182.6402966.440106恒荷載預(yù)制架梁002(最后)I[465]-0.050-182.6402966.440106恒荷載預(yù)制架梁002(最后)J[466]-0.050-121.703346.860107恒荷載預(yù)制架梁002(最后)I[466]-0.050-121.703346.860107恒荷載預(yù)制架梁002(最后)J[467]-0.050-60.7503574.920108恒荷載預(yù)制架梁002(最后)I[467]-0.050-60.7503574.920108恒荷載預(yù)制架梁002(最后)J[468]-0.0500.1903650.620109恒荷載預(yù)制架梁002(最后)I[468]-0.0500.1903650.620109恒荷載預(yù)制架梁002(最后)J[469]-0.05061.1403573.960110恒荷載預(yù)制架梁002(最后)I[469]-0.05061.1403573.960110恒荷載預(yù)制架梁002(最后)J[470]-0.050122.0803344.940111恒荷載預(yù)制架梁002(最后)I[470]-0.050122.0803344.940111恒荷載預(yù)制架梁002(最后)J[471]-0.050182.902963.710112恒荷載預(yù)制架梁002(最后)I[471]0.250182.902963.710112恒荷載預(yù)制架梁002(最后)J[472]0.250253.302331.210113恒荷載預(yù)制架梁002(最后)I[472]-2.730253.2902331.210113恒荷載預(yù)制架梁002(最后)J[473]-3.630311.8301740.450114恒荷載預(yù)制架梁002(最后)I[473]0.070311.8601740.450114恒荷載預(yù)制架梁002(最后)J[474]-0.190400.380854.290115恒荷載預(yù)制架梁002(最后)I[474]0.760400.380854.290115恒荷載預(yù)制架梁002(最后)J[475]0.760477.170-1.310116恒荷載預(yù)制架梁002(最后)I[475]-0.010-9.850-1.230116恒荷載預(yù)制架梁002(最后)J[476]-0.0100000117恒荷載預(yù)制架梁002(最后)I[476]000000117恒荷載預(yù)制架梁002(最后)J[721]000000118恒荷載預(yù)制架梁002(最后)I[477]-0.0100000118恒荷載預(yù)制架梁002(最后)J[478]-0.0109.850-1.230119恒荷載預(yù)制架梁002(最后)I[478]-0.050-476.980-1.320119恒荷載預(yù)制架梁002(最后)J[479]-0.050-400.180853.920120恒荷載預(yù)制架梁002(最后)I[479]-0.650-400.180853.920120恒荷載預(yù)制架梁002(最后)J[480]-0.390-311.6601739.590121恒荷載預(yù)制架梁002(最后)I[480]-4.130-311.6401739.590121恒荷載預(yù)制架梁002(最后)J[481]-3.230-253.0902329.950122恒荷載預(yù)制架梁002(最后)I[481]-0.050-253.1102329.950122恒荷載預(yù)制架梁002(最后)J[482]-0.050-182.7102961.890123恒荷載預(yù)制架梁002(最后)I[482]-0.050-182.7102961.890123恒荷載預(yù)制架梁002(最后)J[483]-0.050-121.8903342.630124恒荷載預(yù)制架梁002(最后)I[483]-0.050-121.8903342.630124恒荷載預(yù)制架梁002(最后)J[484]-0.050-60.9403571.170125恒荷載預(yù)制架梁002(最后)I[484]-0.050-60.9403571.170125恒荷載預(yù)制架梁002(最后)J[485]-0.050003647.350126恒荷載預(yù)制架梁002(最后)I[485]-0.050003647.350126恒荷載預(yù)制架梁002(最后)J[486]-0.05060.9403571.170127恒荷載預(yù)制架梁002(最后)I[486]-0.05060.9403571.170127恒荷載預(yù)制架梁002(最后)J[487]-0.050121.8903342.630128恒荷載預(yù)制架梁002(最后)I[487]-0.050121.8903342.630128恒荷載預(yù)制架梁002(最后)J[488]-0.050182.7102961.890129恒荷載預(yù)制架梁002(最后)I[488]-0.050182.7102961.890129恒荷載預(yù)制架梁002(最后)J[489]-0.050253.1102329.950130恒荷載預(yù)制架梁002(最后)I[489]-3.240253.0902329.950130恒荷載預(yù)制架梁002(最后)J[490]-4.140311.6401739.590131恒荷載預(yù)制架梁002(最后)I[490]-0.380311.6601739.590131恒荷載預(yù)制架梁002(最后)J[491]-0.640400.180853.920132恒荷載預(yù)制架梁002(最后)I[491]-0.050400.180853.920132恒荷載預(yù)制架梁002(最后)J[492]-0.050476.980-1.320133恒荷載預(yù)制架梁002(最后)I[492]-0.010-9.850-1.230133恒荷載預(yù)制架梁002(最后)J[493]-0.0100000134恒荷載預(yù)制架梁002(最后)I[493]000000134恒荷載預(yù)制架梁002(最后)J[726]000000135恒荷載預(yù)制架梁002(最后)I[494]000000135恒荷載預(yù)制架梁002(最后)J[495]009.850-1.230136恒荷載預(yù)制架梁002(最后)I[495]0.760-477.170-1.310136恒荷載預(yù)制架梁002(最后)J[496]0.760-400.380854.30137恒荷載預(yù)制架梁002(最后)I[496]-0.190-400.380854.30137恒荷載預(yù)制架梁002(最后)J[497]0.070-311.8601740.450138恒荷載預(yù)制架梁002(最后)I[497]-3.570-311.8401740.450138恒荷載預(yù)制架梁002(最后)J[498]-2.670-253.2902331.220139恒荷載預(yù)制架梁002(最后)I[498]0.260-253.302331.220139恒荷載預(yù)制架梁002(最后)J[499]0.260-182.902963.720140恒荷載預(yù)制架梁002(最后)I[499]-0.050-182.902963.720140恒荷載預(yù)制架梁002(最后)J[500]-0.050-122.0803344.940141恒荷載預(yù)制架梁002(最后)I[500]-0.050-122.0803344.940141恒荷載預(yù)制架梁002(最后)J[501]-0.050-61.1403573.970142恒荷載預(yù)制架梁002(最后)I[501]-0.050-61.1403573.970142恒荷載預(yù)制架梁002(最后)J[502]-0.050-0.1903650.630143恒荷載預(yù)制架梁002(最后)I[502]-0.050-0.1903650.630143恒荷載預(yù)制架梁002(最后)J[503]-0.05060.7503574.930144恒荷載預(yù)制架梁002(最后)I[503]-0.05060.7503574.930144恒荷載預(yù)制架梁002(最后)J[504]-0.050121.6903346.880145恒荷載預(yù)制架梁002(最后)I[504]-0.050121.6903346.880145恒荷載預(yù)制架梁002(最后)J[505]-0.050182.6402966.460146恒荷載預(yù)制架梁002(最后)I[505]0.250182.6402966.460146恒荷載預(yù)制架梁002(最后)J[506]0.250253.3302334.30147恒荷載預(yù)制架梁002(最后)I[506]-2.750253.3202334.30147恒荷載預(yù)制架梁002(最后)J[507]-3.650312.0701743.250148恒荷載預(yù)制架梁002(最后)I[507]0.070312.101743.250148恒荷載預(yù)制架梁002(最后)J[508]-0.190400.990856.030149恒荷載預(yù)制架梁002(最后)I[508]0.760400.990856.030149恒荷載預(yù)制架梁002(最后)J[509]0.760478.470-5.850150恒荷載預(yù)制架梁002(最后)I[509]-0.040-21.350-5.760150恒荷載預(yù)制架梁002(最后)J[510]-0.0400000經(jīng)計算，當(dāng)運梁車單軸作用在T梁跨中的時候，T梁產(chǎn)生最大的彎矩，為15751kN·m。鋼束配置如下圖所示（T梁跨中）：圖2預(yù)制T梁截面截面受壓區(qū)高度：截面抗彎承載能力：承重梁上下截面的應(yīng)力如下圖所示。荷載組合為：1.2×自重+載重+鋼束圖3承重梁上緣正應(yīng)圖圖4承重梁下緣正應(yīng)圖經(jīng)計算，按照運梁車布置，承重T梁上下緣均不出現(xiàn)拉應(yīng)力，截面抗彎承載能力滿足要求。運梁車輪載應(yīng)作用在T梁腹板上。單側(cè)輪胎作用在T梁腹板上，對臨時支座的彎矩：T梁抵抗矩：因此，T梁橫向穩(wěn)定滿足要求。施工時應(yīng)將橋面梁板的縱向濕接縫的鋼筋及橫隔板的主筋進行連接，使總體穩(wěn)定性更加安全可靠。本計算僅為一種型號的運梁車運輸工況，施工時應(yīng)按照實際運梁車型號及荷載布置，結(jié)合施工圖紙及相關(guān)規(guī)范進行復(fù)核計算。（2）被運梁計算當(dāng)梁體放置在平板車上時，受到平板車向上的托舉作用，自重影響減弱，此時應(yīng)避免預(yù)應(yīng)力引起的反拱造成T梁損壞。計算結(jié)果如下所示。圖5被運梁上緣正應(yīng)圖圖6被運梁下緣正應(yīng)圖單元荷載階段步驟位置軸向剪力-y剪力-z彎矩(+y)彎矩(-y)彎矩(+z)彎矩(-z)Cb(min/max)Cb1(-y+z)Cb2(+y+z)Cb3(+y-z)Cb4(-y-z)101合計預(yù)制架梁002(最后)I[460]-1.20E-020.00E+00-1.72E-050.00E+000.00E+000.00E+001.33E-10-1.20E-02-1.20E-02-1.20E-02-1.20E-02-1.20E-02101合計預(yù)制架梁002(最后)J[461]-3.90E+030.00E+008.94E+020.00E+000.00E+004.65E+02-6.24E+02-4.52E+03-3.43E+03-3.43E+03-4.52E+03-4.52E+03102合計預(yù)制架梁002(最后)I[461]-3.90E+030.00E+003.44E+020.00E+000.00E+004.64E+02-6.23E+02-4.52E+03-3.43E+03-3.43E+03-4.52E+03-4.52E+03102合計預(yù)制架梁002(最后)J[462]-3.92E+030.00E+003.24E+020.00E+000.00E+001.25E+03-1.66E+03-5.58E+03-2.67E+03-2.67E+03-5.58E+03-5.58E+03103合計預(yù)制架梁002(最后)I[462]-3.92E+030.00E+003.43E+020.00E+000.00E+001.24E+03-1.66E+03-5.57E+03-2.67E+03-2.67E+03-5.57E+03-5.57E+03103合計預(yù)制架梁002(最后)J[463]-4.88E+030.00E+004.85E+020.00E+000.00E+002.50E+03-3.39E+03-8.27E+03-2.38E+03-2.38E+03-8.27E+03-8.27E+03104合計預(yù)制架梁002(最后)I[463]-4.86E+030.00E+006.02E+020.00E+000.00E+002.48E+03-3.35E+03-8.21E+03-2.38E+03-2.38E+03-8.21E+03-8.21E+03104合計預(yù)制架梁002(最后)J[464]-6.26E+030.00E+006.68E+020.00E+000.00E+003.64E+03-5.20E+03-1.15E+04-2.62E+03-2.62E+03-1.15E+04-1.15E+04105合計預(yù)制架梁002(最后)I[464]-6.25E+030.00E+004.01E+020.00E+000.00E+003.62E+03-5.18E+03-1.14E+04-2.63E+03-2.63E+03-1.14E+04-1.14E+04105合計預(yù)制架梁002(最后)J[465]-6.30E+030.00E+004.58E+010.00E+000.00E+004.20E+03-5.95E+03-1.22E+04-2.10E+03-2.10E+03-1.22E+04-1.22E+04106合計預(yù)制架梁002(最后)I[465]-6.30E+030.00E+004.58E+010.00E+000.00E+004.20E+03-5.95E+03-1.22E+04-2.10E+03-2.10E+03-1.22E+04-1.22E+04106合計預(yù)制架梁002(最后)J[466]-6.29E+030.00E+002.16E+020.00E+000.00E+004.33E+03-6.12E+03-1.24E+04-1.96E+03-1.96E+03-1.24E+04-1.24E+04107合計預(yù)制架梁002(最后)I[466]-6.29E+030.00E+002.16E+020.00E+000.00E+004.33E+03-6.12E+03-1.24E+04-1.96E+03-1.96E+03-1.24E+04-1.24E+04107合計預(yù)制架梁002(最后)J[467]-6.30E+030.00E+001.09E+020.00E+000.00E+004.61E+03-6.49E+03-1.28E+04-1.68E+03-1.68E+03-1.28E+04-1.28E+04108合計預(yù)制架梁002(最后)I[467]-6.30E+030.00E+001.09E+020.00E+000.00E+004.61E+03-6.49E+03-1.28E+04-1.68E+03-1.68E+03-1.28E+04-1.28E+04108合計預(yù)制架梁002(最后)J[468]-6.29E+030.00E+005.43E-010.00E+000.00E+004.72E+03-6.63E+03-1.29E+04-1.58E+03-1.58E+03-1.29E+04-1.29E+04109合計預(yù)制架梁002(最后)I[468]-6.29E+030.00E+005.43E-010.00E+000.00E+004.72E+03-6.63E+03-1.29E+04-1.58E+03-1.58E+03-1.29E+04-1.29E+04109合計預(yù)制架梁002(最后)J[469]-6.29E+030.00E+00-1.08E+020.00E+000.00E+004.60E+03-6.48E+03-1.28E+04-1.69E+03-1.69E+03-1.28E+04-1.28E+04110合計預(yù)制架梁002(最后)I[469]-6.29E+030.00E+00-1.08E+020.00E+000.00E+004.60E+03-6.48E+03-1.28E+04-1.69E+03-1.69E+03-1.28E+04-1.28E+04110合計預(yù)制架梁002(最后)J[470]-6.27E+030.00E+00-2.15E+020.00E+000.00E+004.30E+03-6.08E+03-1.23E+04-1.97E+03-1.97E+03-1.23E+04-1.23E+04111合計預(yù)制架梁002(最后)I[470]-6.28E+030.00E+00-2.16E+020.00E+000.00E+004.31E+03-6.06E+03-1.23E+04-1.98E+03-1.98E+03-1.23E+04-1.23E+04111合計預(yù)制架梁002(最后)J[471]-6.28E+030.00E+00-4.53E+010.00E+000.00E+004.16E+03-5.88E+03-1.22E+04-2.12E+03-2.12E+03-1.22E+04-1.22E+04112合計預(yù)制架梁002(最后)I[471]-6.30E+030.00E+00-4.53E+010.00E+000.00E+004.16E+03-5.87E+03-1.22E+04-2.13E+03-2.13E+03-1.22E+04-1.22E+04112合計預(yù)制架梁002(最后)J[472]-6.24E+030.00E+00-4.28E+020.00E+000.00E+003.60E+03-5.12E+03-1.14E+04-2.63E+03-2.63E+03-1.14E+04-1.14E+04113合計預(yù)制架梁002(最后)I[472]-6.25E+030.00E+00-6.95E+020.00E+000.00E+003.62E+03-5.14E+03-1.14E+04-2.63E+03-2.63E+03-1.14E+04-1.14E+04113合計預(yù)制架梁002(最后)J[473]-4.84E+030.00E+00-6.27E+020.00E+000.00E+002.46E+03-3.30E+03-8.14E+03-2.38E+03-2.38E+03-8.14E+03-8.14E+03114合計預(yù)制架梁002(最后)I[473]-4.87E+030.00E+00-5.11E+020.00E+000.00E+002.48E+03-3.33E+03-8.19E+03-2.39E+03-2.39E+03-8.19E+03-8.19E+03114合計預(yù)制架梁002(最后)J[474]-3.90E+030.00E+00-3.49E+020.00E+000.00E+001.20E+03-1.59E+03-5.49E+03-2.71E+03-2.71E+03-5.49E+03-5.49E+03115合計預(yù)制架梁002(最后)I[474]-3.91E+030.00E+00-3.30E+020.00E+000.00E+001.20E+03-1.59E+03-5.50E+03-2.71E+03-2.71E+03-5.50E+03-5.50E+03115合計預(yù)制架梁002(最后)J[475]-3.88E+030.00E+00-3.41E+020.00E+000.00E+004.16E+02-5.55E+02-4.44E+03-3.47E+03-3.47E+03-4.44E+03-4.44E+03116合計預(yù)制架梁002(最后)I[475]-3.89E+030.00E+00-8.80E+020.00E+000.00E+004.16E+02-5.56E+02-4.44E+03-3.47E+03-3.47E+03-4.44E+03-4.44E+03116合計預(yù)制架梁002(最后)J[476]-3.89E+030.00E+00-8.69E+020.00E+000.00E+001.75E+02-2.34E+02-4.12E+03-3.71E+03-3.71E+03-4.12E+03-4.12E+03117合計預(yù)制架梁002(最后)I[476]0.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+00117合計預(yù)制架梁002(最后)J[721]0.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+00118合計預(yù)制架梁002(最后)I[477]-2.20E+030.00E+004.90E+020.00E+000.00E+006.19E+02-8.27E+02-3.03E+03-1.58E+03-1.58E+03-3.03E+03-3.03E+03118合計預(yù)制架梁002(最后)J[478]-2.20E+030.00E+005.01E+020.00E+000.00E+007.57E+02-1.01E+03-3.21E+03-1.45E+03-1.45E+03-3.21E+03-3.21E+03119合計預(yù)制架梁002(最后)I[478]-2.20E+030.00E+00-3.87E+010.00E+000.00E+007.57E+02-1.01E+03-3.21E+03-1.45E+03-1.45E+03-3.21E+03-3.21E+03119合計預(yù)制架梁002(最后)J[479]-2.23E+030.00E+00-7.16E+010.00E+000.00E+006.37E+02-8.47E+02-3.08E+03-1.59E+03-1.59E+03-3.08E+03-3.08E+03120合計預(yù)制架梁002(最后)I[479]-2.23E+030.00E+00-6.06E+010.00E+000.00E+006.35E+02-8.44E+02-3.07E+03-1.59E+03-1.59E+03-3.07E+03-3.07E+03120合計預(yù)制架梁002(最后)J[480]-2.78E+030.00E+005.42E+010.00E+000.00E+006.18E+02-8.36E+02-3.62E+03-2.16E+03-2.16E+03-3.62E+03-3.62E+03121合計預(yù)制架梁002(最后)I[480]-2.77E+030.00E+001.21E+020.00E+000.00E+006.11E+02-8.28E+02-3.60E+03-2.16E+03-2.16E+03-3.60E+03-3.60E+03121合計預(yù)制架梁002(最后)J[481]-3.62E+030.00E+00-9.53E+010.00E+000.00E+008.30E+02-1.20E+03-4.82E+03-2.79E+03-2.79E+03-4.82E+03-4.82E+03122合計預(yù)制架梁002(最后)I[481]-3.62E+030.00E+00-2.49E+020.00E+000.00E+008.24E+02-1.19E+03-4.80E+03-2.79E+03-2.79E+03-4.80E+03-4.80E+03122合計預(yù)制架梁002(最后)J[482]-3.64E+030.00E+00-2.01E+020.00E+000.00E+005.45E+02-7.84E+02-4.43E+03-3.10E+03-3.10E+03-4.43E+03-4.43E+03123合計預(yù)制架梁002(最后)I[482]-3.64E+030.00E+00-2.01E+020.00E+000.00E+005.51E+02-7.95E+02-4.43E+03-3.08E+03-3.08E+03-4.43E+03-4.43E+03123合計預(yù)制架梁002(最后)J[483]-3.64E+030.00E+00-2.46E+010.00E+000.00E+004.01E+02-5.76E+02-4.21E+03-3.24E+03-3.24E+03-4.21E+03-4.21E+03124合計預(yù)制架梁002(最后)I[483]-3.63E+030.00E+00-2.45E+010.00E+000.00E+004.07E+02-5.88E+02-4.22E+03-3.22E+03-3.22E+03-4.22E+03-4.22E+03124合計預(yù)制架梁002(最后)J[484]-3.64E+030.00E+00-1.13E+010.00E+000.00E+004.46E+02-6.42E+02-4.28E+03-3.20E+03-3.20E+03-4.28E+03-4.28E+03125合計預(yù)制架梁002(最后)I[484]-3.64E+030.00E+00-1.13E+010.00E+000.00E+004.46E+02-6.42E+02-4.28E+03-3.20E+03-3.20E+03-4.28E+03-4.28E+03125合計預(yù)制架梁002(最后)J[485]-3.64E+030.00E+009.39E-060.00E+000.00E+004.63E+02-6.67E+02-4.31E+03-3.18E+03-3.18E+03-4.31E+03-4.31E+03126合計預(yù)制架梁002(最后)I[485]-3.64E+030.00E+009.39E-060.00E+000.00E+004.63E+02-6.67E+02-4.31E+03-3.18E+03-3.18E+03-4.31E+03-4.31E+03126合計預(yù)制架梁002(最后)J[486]-3.64E+030.00E+001.12E+010.00E+000.00E+004.37E+02-6.30E+02-4.27E+03-3.20E+03-3.20E+03-4.27E+03-4.27E+03127合計預(yù)制架梁002(最后)I[486]-3.64E+030.00E+001.12E+010.00E+000.00E+004.37E+02-6.30E+02-4.27E+03-3.20E+03-3.20E+03-4.27E+03-4.27E+03127合計預(yù)制架梁002(最后)J[487]-3.62E+030.00E+002.45E+010.00E+000.00E+003.89E+02-5.62E+02-4.18E+03-3.23E+03-3.23E+03-4.18E+03-4.18E+03128合計預(yù)制架梁002(最后)I[487]-3.63E+030.00E+002.45E+010.00E+000.00E+003.83E+02-5.51E+02-4.18E+03-3.24E+03-3.24E+03-4.18E+03-4.18E+03128合計預(yù)制架梁002(最后)J[488]-3.62E+030.00E+002.01E+020.00E+000.00E+005.24E+02-7.56E+02-4.37E+03-3.09E+03-3.09E+03-4.37E+03-4.37E+03129合計預(yù)制架梁002(最后)I[488]-3.63E+030.00E+002.01E+020.00E+000.00E+005.18E+02-7.44E+02-4.37E+03-3.11E+03-3.11E+03-4.37E+03-4.37E+03129合計預(yù)制架梁002(最后)J[489]-3.59E+030.00E+002.49E+020.00E+000.00E+007.86E+02-1.13E+03-4.73E+03-2.81E+03-2.81E+03-4.73E+03-4.73E+03130合計預(yù)制架梁002(最后)I[489]-3.60E+030.00E+009.62E+010.00E+000.00E+007.92E+02-1.14E+03-4.74E+03-2.81E+03-2.81E+03-4.74E+03-4.74E+03130合計預(yù)制架梁002(最后)J[490]-2.74E+030.00E+00-1.29E+020.00E+000.00E+006.02E+02-8.16E+02-3.56E+03-2.14E+03-2.14E+03-3.56E+03-3.56E+03131合計預(yù)制架梁002(最后)I[490]-2.76E+030.00E+00-6.33E+010.00E+000.00E+006.09E+02-8.24E+02-3.58E+03-2.15E+03-2.15E+03-3.58E+03-3.58E+03131合計預(yù)制架梁002(最后)J[491]-2.21E+030.00E+005.44E+010.00E+000.00E+006.08E+02-8.08E+02-3.02E+03-1.60E+03-1.60E+03-3.02E+03-3.02E+03132合計預(yù)制架梁002(最后)I[491]-2.21E+030.00E+006.52E+010.00E+000.00E+006.10E+02-8.11E+02-3.02E+03-1.60E+03-1.60E+03-3.02E+03-3.02E+03132合計預(yù)制架梁002(最后)J[492]-2.18E+030.00E+004.34E+010.00E+000.00E+007.26E+02-9.68E+02-3.15E+03-1.46E+03-1.46E+03-3.15E+03-3.15E+03133合計預(yù)制架梁002(最后)I[492]-2.18E+030.00E+00-4.96E+020.00E+000.00E+007.26E+02-9.68E+02-3.15E+03-1.46E+03-1.46E+03-3.15E+03-3.15E+03133合計預(yù)制架梁002(最后)J[493]-2.18E+030.00E+00-4.85E+020.00E+000.00E+005.89E+02-7.86E+02-2.97E+03-1.59E+03-1.59E+03-2.97E+03-2.97E+03134合計預(yù)制架梁002(最后)I[493]0.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+00134合計預(yù)制架梁002(最后)J[726]0.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+00135合計預(yù)制架梁002(最后)I[494]-2.00E+030.00E+004.46E+020.00E+000.00E+00-9.61E+021.29E+03-2.96E+03-2.96E+03-2.96E+03-7.05E+02-7.05E+02135合計預(yù)制架梁002(最后)J[495]-2.00E+030.00E+004.57E+020.00E+000.00E+00-8.37E+021.12E+03-2.83E+03-2.83E+03-2.83E+03-8.74E+02-8.74E+02136合計預(yù)制架梁002(最后)I[495]-3.91E+030.00E+003.47E+020.00E+000.00E+001.15E+03-1.53E+03-5.44E+03-2.76E+03-2.76E+03-5.44E+03-5.44E+03136合計預(yù)制架梁002(最后)J[496]-3.93E+030.00E+003.25E+020.00E+000.00E+001.93E+03-2.55E+03-6.48E+03-2.00E+03-2.00E+03-6.48E+03-6.48E+03137合計預(yù)制架梁002(最后)I[496]-3.92E+030.00E+003.44E+020.00E+000.00E+001.92E+03-2.55E+03-6.47E+03-2.00E+03-2.00E+03-6.47E+03-6.47E+03137合計預(yù)制架梁002(最后)J[497]-4.89E+030.00E+004.84E+020.00E+000.00E+003.21E+03-4.30E+03-9.19E+03-1.68E+03-1.68E+03-9.19E+03-9.19E+03138合計預(yù)制架梁002(最后)I[497]-4.86E+030.00E+005.99E+020.00E+000.00E+003.18E+03-4.27E+03-9.13E+03-1.68E+03-1.68E+03-9.13E+03-9.13E+03138合計預(yù)制架梁002(最后)J[498]-6.26E+030.00E+006.62E+020.00E+000.00E+004.37E+03-6.18E+03-1.24E+04-1.89E+03-1.89E+03-1.24E+04-1.24E+04139合計預(yù)制架梁002(最后)I[498]-6.25E+030.00E+003.96E+020.00E+000.00E+004.35E+03-6.15E+03-1.24E+04-1.90E+03-1.90E+03-1.24E+04-1.24E+04139合計預(yù)制架梁002(最后)J[499]-6.29E+030.00E+004.16E+010.00E+000.00E+004.91E+03-6.88E+03-1.32E+04-1.39E+03-1.39E+03-1.32E+04-1.32E+04140合計預(yù)制架梁002(最后)I[499]-6.28E+030.00E+004.16E+010.00E+000.00E+004.90E+03-6.90E+03-1.32E+04-1.38E+03-1.38E+03-1.32E+04-1.32E+04140合計預(yù)制架梁002(最后)J[500]-6.27E+030.00E+002.10E+020.00E+000.00E+005.02E+03-7.04E+03-1.33E+04-1.25E+03-1.25E+03-1.33E+04-1.33E+04141合計預(yù)制架梁002(最后)I[500]-6.26E+030.00E+002.10E+020.00E+000.00E+005.02E+03-7.05E+03-1.33E+04-1.24E+03-1.24E+03-1.33E+04-1.33E+04141合計預(yù)制架梁002(最后)J[501]-6.27E+030.00E+001.06E+020.00E+000.00E+005.30E+03-7.42E+03-1.37E+04-9.73E+02-9.73E+02-1.37E+04-1.37E+04142合計預(yù)制架梁002(最后)I[501]-6.27E+030.00E+001.06E+020.00E+000.00E+005.30E+03-7.42E+03-1.37E+04-9.73E+02-9.73E+02-1.37E+04-1.37E+04142合計預(yù)制架梁002(最后)J[502]-6.26E+030.00E+00-5.35E-010.00E+000.00E+005.39E+03-7.55E+03-1.38E+04-8.72E+02-8.72E+02-1.38E+04-1.38E+04143合計預(yù)制架梁002(最后)I[502]-6.26E+030.00E+00-5.35E-010.00E+000.00E+005.39E+03-7.55E+03-1.38E+04-8.72E+02-8.72E+02-1.38E+04-1.38E+04143合計預(yù)制架梁002(最后)J[503]-6.26E+030.00E+00-1.08E+020.00E+000.00E+005.28E+03-7.40E+03-1.37E+04-9.80E+02-9.80E+02-1.37E+04-1.37E+04144合計預(yù)制架梁002(最后)I[503]-6.26E+030.00E+00-1.08E+020.00E+000.00E+0