面连续梁内力自动计算表

1、5 5跨跨等等截截面面连连续续梁梁计计算算恒恒载载标标准准值值g=g=242(KN)(KN)活活载载标标准准值值q=q=221(KN)(KN)活活载载不不利利布布置置是B1=B1= 7171.718支支座座弯弯矩矩调调整整系系数数a=a=0.85弯弯矩矩调调整整系系数数A2=A2= 7171.718跨跨度度L1=L1=8.4(m)(m)B2=B2= 7171.718跨跨度度L2=L2=8.4(m)(m)A3=A3= 7171.718跨跨度度L3=L3=8.4(m)(m)B3=B3= 7171.718跨跨度度L4=L4=8.4(m)(m)A4=A4= 7171.718跨跨度度L5=L5=8.4(

2、m)(m)B4=B4= 7171.718K1=K1=3434A5=A5= 7171.718K2=K2=3434N1=N1= 86060.62K3=K3=3434N2=N2= 86060.62K4=K4=3434N3=N3= 86060.62K5=K5=10581058N4=N4= 86060.62K6=K6=10581058K7=K7=3319133191K8=K8=3319133191K9=K9=10405511040551B1=B1=a1=a1=0.0320.032A2=A2=a2=a2=0.0090.009B2=B2=a3=a3=0.0020.002A3=A3=a4=a4=0.0010.

3、001B3=B3=a5=a5=0.0340.034A4=A4=a6=a6=0.0090.009B4=B4=a7=a7=0.0020.002A5=A5=a8=a8=0.0340.034N1=N1=a9=a9=0.0090.009N2=N2=a10=a10=0.0320.032N3=N3=跨跨中中弯弯矩矩M1=M1=39793979N4=N4=支支座座负负弯弯矩矩Mb=Mb=40534053跨跨中中弯弯矩矩M2=M2=24652465支支座座负负弯弯矩矩Mc=Mc=34393439跨跨中中弯弯矩矩M3=M3=31833183支支座座负负弯弯矩矩Md=Md=34393439跨跨中中弯弯矩矩M4=M4

4、=28372837支支座座负负弯弯矩矩Me=Me=40534053跨跨中中弯弯矩矩M5=M5=397939794 4跨跨等等截截面面连连续续梁梁计计算算恒恒载载标标准准值值g=g=300(KN)(KN)活活载载标标准准值值q=q=400(KN)(KN)活活载载不不利利布布置置否支支座座弯弯矩矩调调整整系系数数a=a=0.85弯弯矩矩调调整整系系数数跨跨度度L1=L1=6.6(m)(m)跨跨度度L2=L2=5.4(m)(m)B1=B1= 4312.44跨跨度度L3=L3=5.4(m)(m)A2=A2= 2361.96跨跨度度L4=L4=6.6(m)(m)B2=B2= 2361.96k1=k1=2

5、424A3=A3= 2361.96k2=k2=2222B3=B3= 2361.96k3=k3=2424A4=A4= 4312.44k4=k4=489489N1=N1= 40046.4k5=k5=489489N2=N2= 28343.52k6=k6=1104211042N3=N3= 40046.4a1=a1=0.040.04a2=a2=0.010.01B1=B1=6708.24a3=a3=0.000.00A2=A2=3674.16a4=a4=0.050.05B2=B2=3674.16a5=a5=0.010.01A3=A3=3674.16a6=a6=0.040.04B3=B3=3674.16跨跨中

6、中弯弯矩矩M1=M1=34703470A4=A4=6708.24支支座座负负弯弯矩矩Mb=Mb=33613361N1=N1= 62294.4跨跨中中弯弯矩矩M2=M2=11771177N2=N2= 44089.92支支座座负负弯弯矩矩Mc=Mc=11701170N3=N3= 62294.4跨跨中中弯弯矩矩M3=M3=11771177支支座座负负弯弯矩矩Md=Md=33613361跨跨中中弯弯矩矩M4=M4=347034703 3跨跨等等截截面面连连续续梁梁计计算算恒恒载载标标准准值值g=g=4.39(KN)(KN)活活载载标标准准值值q=q=4.55(KN)(KN)活活载载不不利利布布置置是支

7、支座座弯弯矩矩调调整整系系数数a=a=1弯弯矩矩调调整整系系数数跨跨度度L1=L1=2.05(m)(m)跨跨度度L2=L2=8.85(m)(m)B1=B1=跨跨度度L3=L3=18(m)(m)A2=A2=k1=k1=2222B2=B2=k2=k2=5454A3=A3=k3=k3=10921092N1=N1=a1=a1=0.050.05N2=N2=a2=a2=0.010.01a3=a3=0.020.02B1=B1=跨跨中中弯弯矩矩M1=M1=155155(KN*m)(KN*m)A2=A2=支支座座负负弯弯矩矩Mb=Mb=2222(KN*m)(KN*m)B2=B2=跨跨中中弯弯矩矩M2=M2=28

8、28(KN*m)(KN*m)A3=A3=支支座座负负弯弯矩矩Mc=Mc=362362(KN*m)(KN*m)N1=N1=跨跨中中弯弯矩矩M3=M3=313313(KN*m)(KN*m)N2=N2=2 2跨跨等等截截面面连连续续梁梁计计算算恒恒载载标标准准值值g=g=30(KN)(KN)活活载载标标准准值值q=q=21.5(KN)(KN)活活载载不不利利布布置置否支支座座弯弯矩矩调调整整系系数数a=a=0.85弯弯矩矩调调整整系系数数跨跨度度L1=L1=9.3(m)(m)跨跨度度L2=L2=8.9(m)(m)B1=B1=k1=k1=36.4A2=A2=跨跨中中弯弯矩矩M1=M1=453453(K

9、N*m)(KN*m)N1=N1=支支座座负负弯弯矩矩Mb=Mb=582.4582.4(KN*m)(KN*m)跨跨中中弯弯矩矩M2=M2=396396(KN*m)(KN*m)B1=B1=A2=A2=N1=N1=Mb=Mb= 2156.908B1=B1= 7640.94Mb=Mb=2611.4B1=B1=0Mb=Mb=757.3046Mc=Mc= 1617.681A2=A2= 7640.94Mc=Mc= 470.051A2=A2= 7640.942Mc=Mc=2428.598Md=Md= 1617.681B2=B2= 7640.94Md=Md= 966.216B2=B2= 7640.942Md=M

10、d=443.9372Me=Me= 2156.908A3=A3=0Me=Me=1122.9A3=A3= 7640.942Me=Me= 1253.47B3=B3=0B3=B3= 7640.942A4=A4= 7640.94A4=A4=0B4=B4= 7640.94B4=B4=0A5=A5=0A5=A5= 7640.942N1=N1= 91691.3N1=N1= 45845.65N2=N2= 45845.7N2=N2= 91691.31N3=N3= 45845.7N3=N3= 45845.65N4=N4= 45845.7N4=N4= 45845.657640.9424Mb=Mb= 1149.014B

11、1=B1=0Mb=Mb= 1149.0140Mc=Mc= 861.7604A2=A2= 7640.942Mc=Mc= 861.76040Md=Md= 861.7604B2=B2= 7640.942Md=Md= 861.76047640.9424Me=Me= 1149.014A3=A3=0Me=Me= 1149.0147640.9424B3=B3=00A4=A4= 7640.9420B4=B4= 7640.9427640.9424A5=A5=045845.6544N1=N1= 45845.6545845.6544N2=N2= 45845.6545845.6544N3=N3= 45845.6545

12、845.6544N4=N4= 45845.655 5跨跨等等截截面面连连续续梁梁计计算算4 4跨跨等等截截面面连连续续梁梁计计算算Mb=Mb= 1547.442B1=B1= 6708.24Mb=Mb= 2607.66B1=B1=0Mb=Mb=517.4873Mc=Mc= 538.4789A2=A2= 3674.16Mc=Mc= 53.5944A2=A2=3674.16Mc=Mc=1782.456Md=Md= 1547.442B2=B2= 3674.16Md=Md= 1689.12B2=B2=3674.16Md=Md=517.4873A3=A3=0A3=A3=3674.16B3=B3=0B3=B

13、3=3674.16A4=A4= 6708.24A4=A4=0N1=N1= 62294.4N1=N1= 22044.96N2=N2=22045N2=N2= 44089.92N3=N3= 40249.4N3=N3= 22044.96Mb=Mb= 2407.132Mc=Mc= 837.6338Md=Md= 2407.1321.89101994Mb=Mb= -24.1889B1=B1= 2.286598Mb=Mb= 45.99707B1=B1=0Mb=Mb=152.14733Mc=Mc= 164.0168A2=A2= 183.9747Mc=Mc= 12.97531A2=A2= 183.9747Mc=M

14、c=152.14733B2=B2= 183.9747B2=B2= 183.97471280.124A3=A3=0A3=A3=1547.91924.230102N1=N1= 1117.568N1=N1= 1103.8488593.62798N2=N2= 1103.848N2=N2= 10391.314.1776177Mb=Mb= -53.4378336.121988Mc=Mc= 362.3438336.1219882828.0342041.7976318984.93593 3跨跨等等截截面面连连续续梁梁计计算算2 2跨跨等等截截面面连连续续梁梁计计算算1206.5355B1=B1= 1008.7

15、981057.4535A2=A2=013583.934N1=N1= 6052.7862215.333241941.6021224941.6122B1=B1= 7640.942Mb=Mb=1253.47B1=B1=0Mb=Mb=1122.9A2=A2=0Mc=Mc= 443.9372A2=A2= 7640.942Mc=Mc= 966.2162B2=B2=0Md=Md= 2428.598B2=B2= 7640.942Md=Md= 470.0511A3=A3= 7640.942Me=Me= 757.3046A3=A3=0Me=Me= 2611.395B3=B3= 7640.942B3=B3=0A4=

16、A4= 7640.942A4=A4= 7640.942B4=B4= 7640.942B4=B4= 7640.942A5=A5=0A5=A5= 7640.942N1=N1= 45845.65N1=N1= 45845.65N2=N2= 45845.65N2=N2= 45845.65N3=N3= 91691.31N3=N3= 45845.65N4=N4= 45845.65N4=N4= 91691.31B1=B1= 7640.942Mb=Mb= 2298.028A2=A2= 7640.942Mc=Mc= 1723.521B2=B2= 7640.942Md=Md= 1723.521A3=A3= 7640

17、.942Me=Me= 2298.028B3=B3= 7640.942A4=A4= 7640.942B4=B4= 7640.942A5=A5= 7640.942N1=N1= 91691.31N2=N2= 91691.31N3=N3= 91691.31N4=N4= 91691.31B1=B1= 6708.24Mb=Mb= 1689.119B1=B1=6708.24Mb=Mb= 1582.826B1=B1=A2=A2=0Mc=Mc= 53.59437A2=A2=0Mc=Mc= 418.8169A2=A2=B2=B2=0Md=Md= 2607.659B2=B2=0Md=Md= 824.3062B2=B

18、2=A3=A3= 3674.16A3=A3=3674.16A3=A3=B3=B3= 3674.16B3=B3=3674.16B3=B3=A4=A4= 6708.24A4=A4=0A4=A4=N1=N1= 40249.44N1=N1= 40249.44N1=N1=N2=N2= 22044.96N2=N2= 22044.96N2=N2=N3=N3= 62294.4N3=N3= 22044.96N3=N3=-29.9234B1=B1= 2.286598Mb=Mb= -74.5715B1=B1=0Mb=Mb=45.3226198.4382A2=A2=0Mc=Mc= 185.2406A2=A2= 183

19、.9747Mc=Mc= 13.08646B2=B2=0B2=B2= 183.9747A3=A3=1547.91A3=A3=0N1=N1= 13.71959N1=N1= 1103.848N2=N2= 9287.46N2=N2= 1103.848B1=B1=0A2=A2= 884.1486N1=N1= 5304.8920Mb=Mb= 824.30623674.16Mc=Mc= 418.81693674.16Md=Md= 1582.826006708.24220452204540249.45 5跨跨等等截截面面连连续续梁梁计计算算恒恒载载标标准准值值Pg1=Pg1=22(KN)(KN)恒恒载载标标准

20、准值值Pg2=Pg2=22(KN)(KN)恒恒载载标标准准值值Pg3=Pg3=22(KN)(KN)B1=B1= 91.98933Mb=Mb= 31.12421恒恒载载标标准准值值Pg4=Pg4=22(KN)(KN)A2=A2= 114.9867Mc=Mc= 23.34316恒恒载载标标准准值值Pg5=Pg5=22(KN)(KN)B2=B2= 91.98933Md=Md= 23.34316活活载载标标准准值值Pq1=Pq1=0(KN)(KN)A3=A3= 114.9867Me=Me= 31.12421活活载载标标准准值值Pq2=Pq2=0(KN)(KN)B3=B3= 91.98933活活载载标标

21、准准值值Pq3=Pq3=0(KN)(KN)A4=A4= 114.9867活活载载标标准准值值Pq4=Pq4=0(KN)(KN)B4=B4= 91.98933活活载载标标准准值值Pq5=Pq5=0(KN)(KN)A5=A5= 114.9867活活载载不不利利布布置置是N1=N1= 1241.856支支座座弯弯矩矩调调整整系系数数a=a=0.85弯弯矩矩调调整整系系数数N2=N2= 1241.856跨跨度度L1=L1=8.4(m)(m)N3=N3= 1241.856跨跨度度L2=L2=8.4(m)(m)N4=N4= 1241.856跨跨度度L3=L3=8.4(m)(m)跨跨度度L4=L4=8.4(

22、m)(m)跨跨度度L5=L5=8.4(m)(m)a1=a1=2.8(m)(m)B1=B1=0Mb=Mb=0a2=a2=2.8(m)(m)A2=A2=0Mc=Mc=0a3=a3=2.8(m)(m)B2=B2=0Md=Md=0a4=a4=2.8(m)(m)A3=A3=0Me=Me=0a5=a5=2.8(m)(m)B3=B3=0K1=K1=3434A4=A4=0K2=K2=3434B4=B4=0K3=K3=3434A5=A5=0K4=K4=3434N1=N1=0K5=K5=10581058N2=N2=0K6=K6=10581058N3=N3=0K7=K7=3319133191N4=N4=0K8=K8

23、=3319133191K9=K9=10405511040551a1=a1=0.0320.032B1=B1=0Mb=Mb=0a2=a2=0.0090.009A2=A2=0Mc=Mc=0a3=a3=0.0020.002B2=B2=0Md=Md=0a4=a4=0.0010.001A3=A3=0Me=Me=0a5=a5=0.0340.034B3=B3=0a6=a6=0.0090.009A4=A4=0a7=a7=0.0020.002B4=B4=0a8=a8=0.0340.034A5=A5=0a9=a9=0.0090.009N1=N1=0a10=a10=0.0320.032N2=N2=0跨跨中中弯弯矩矩M

24、1=M1=4040N3=N3=0支支座座负负弯弯矩矩Mb=Mb=2626N4=N4=0跨跨中中弯弯矩矩M2=M2=2727支支座座负负弯弯矩矩Mc=Mc=2020跨跨中中弯弯矩矩M3=M3=2929支支座座负负弯弯矩矩Md=Md=2020跨跨中中弯弯矩矩M4=M4=2727支支座座负负弯弯矩矩Me=Me=2626跨跨中中弯弯矩矩M5=M5=32324 4跨跨等等截截面面连连续续梁梁计计算算恒恒载载标标准准值值Pg1=Pg1=71.4(KN)(KN)恒恒载载标标准准值值Pg2=Pg2=71.4(KN)(KN)恒恒载载标标准准值值Pg3=Pg3=71.4(KN)(KN)恒恒载载标标准准值值Pg4=

25、Pg4=71.4(KN)(KN)活活载载标标准准值值Pq1=Pq1=330(KN)(KN)活活载载标标准准值值Pq2=Pq2=330(KN)(KN)B1=B1= 377.8488Mb=Mb=115.668活活载载标标准准值值Pq3=Pq3=330(KN)(KN)A2=A2= 377.8488Mc=Mc=77.112活活载载标标准准值值Pq4=Pq4=330(KN)(KN)B2=B2= 377.8488Md=Md=115.668活活载载不不利利布布置置是A3=A3= 377.8488支支座座弯弯矩矩调调整整系系数数a=a=0.85弯弯矩矩调调整整系系数数B3=B3= 377.8488跨跨度度L1

26、=L1=8.4(m)(m)A4=A4= 377.8488跨跨度度L2=L2=8.4(m)(m)N1=N1= 4534.186跨跨度度L3=L3=8.4(m)(m)N2=N2= 4534.186跨跨度度L4=L4=8.4(m)(m)N3=N3= 4534.186a1=a1=4.2(m)(m)a2=a2=4.2(m)(m)a3=a3=4.2(m)(m)a4=a4=4.2(m)(m)k1=k1=3434k2=k2=3434k3=k3=3434B1=B1=2037.42Mb=Mb=623.7k4=k4=10581058A2=A2=2037.42Mc=Mc=415.8k5=k5=10581058B2=B

27、2=2037.42Md=Md=623.7k6=k6=3319133191A3=A3=2037.42a1=a1=0.030.03B3=B3=2037.42a2=a2=0.010.01A4=A4=2037.42a3=a3=0.000.00N1=N1= 24449.04a4=a4=0.030.03N2=N2= 24449.04a5=a5=0.010.01N3=N3= 24449.04a6=a6=0.030.03跨跨中中弯弯矩矩M1=M1=968968支支座座负负弯弯矩矩Mb=Mb=695695跨跨中中弯弯矩矩M2=M2=847847支支座座负负弯弯矩矩Mc=Mc=596596跨跨中中弯弯矩矩M3=M

28、3=847847支支座座负负弯弯矩矩Md=Md=695695跨跨中中弯弯矩矩M4=M4=9689683 3跨跨等等截截面面连连续续梁梁计计算算恒恒载载标标准准值值Pg1=Pg1=71.4(KN)(KN)恒恒载载标标准准值值Pg2=Pg2=71.4(KN)(KN)恒恒载载标标准准值值Pg3=Pg3=71.4(KN)(KN)活活载载标标准准值值Pq1=Pq1=330(KN)(KN)活活载载标标准准值值Pq2=Pq2=330(KN)(KN)活活载载标标准准值值Pq3=Pq3=330(KN)(KN)B1=B1= 377.8488Mb=Mb=活活载载不不利利布布置置是A2=A2= 377.8488Mc=

29、Mc=支支座座弯弯矩矩调调整整系系数数a=a=0.85弯弯矩矩调调整整系系数数B2=B2= 377.8488跨跨度度L1=L1=8.4(m)(m)A3=A3= 377.8488跨跨度度L2=L2=8.4(m)(m)N1=N1= 4534.186跨跨度度L3=L3=8.4(m)(m)N2=N2= 4534.186a1=a1=4.2(m)(m)a2=a2=4.2(m)(m)a3=a3=4.2(m)(m)k1=k1=3434k2=k2=3434k3=k3=10581058B1=B1=2037.42Mb=Mb=a1=a1=0.030.03A2=A2=2037.42Mc=Mc=a2=a2=0.010.0

30、1B2=B2=2037.42a3=a3=0.030.03A3=A3=2037.42跨跨中中弯弯矩矩M1=M1=981981(KN*m)(KN*m)N1=N1= 24449.04支支座座负负弯弯矩矩Mb=Mb=669669(KN*m)(KN*m)N2=N2= 24449.04跨跨中中弯弯矩矩M2=M2=811811(KN*m)(KN*m)支支座座负负弯弯矩矩Mc=Mc=669669(KN*m)(KN*m)跨跨中中弯弯矩矩M3=M3=981981(KN*m)(KN*m)2 2跨跨等等截截面面连连续续梁梁计计算算恒恒载载标标准准值值Pg1=Pg1=71.4(KN)(KN)恒恒载载标标准准值值Pg2=

31、Pg2=71.4(KN)(KN)活活载载标标准准值值Pq1=Pq1=330(KN)(KN)活活载载标标准准值值Pq2=Pq2=330(KN)(KN)活活载载不不利利布布置置否支支座座弯弯矩矩调调整整系系数数a=a=0.85弯弯矩矩调调整整系系数数B1=B1= 300.8526Mb=Mb=跨跨度度L1=L1=7.4(m)(m)A2=A2= 441.4234跨跨度度L2=L2=9(m)(m)N1=N1= 4453.656a1=a1=4.2(m)(m)a2=a2=4.2(m)(m)k1=k1=32.8跨跨中中弯弯矩矩M1=M1=576576(KN*m)(KN*m)支支座座负负弯弯矩矩Mb=Mb=73

32、7.7737.7(KN*m)(KN*m)跨跨中中弯弯矩矩M2=M2=833833(KN*m)(KN*m)B1=B1=0Mb=Mb=0B1=B1=0Mb=Mb=0B1=B1=A2=A2=0Mc=Mc=0A2=A2=0Mc=Mc=0A2=A2=B2=B2=0Md=Md=0B2=B2=0Md=Md=0B2=B2=A3=A3=0Me=Me=0A3=A3=0Me=Me=0A3=A3=B3=B3=0B3=B3=0B3=B3=A4=A4=0A4=A4=0A4=A4=B4=B4=0B4=B4=0B4=B4=A5=A5=0A5=A5=0A5=A5=N1=N1=0N1=N1=0N1=N1=N2=N2=0N2=N2

33、=0N2=N2=N3=N3=0N3=N3=0N3=N3=N4=N4=0N4=N4=0N4=N4=B1=B1=0Mb=Mb=0B1=B1=0Mb=Mb=0A2=A2=0Mc=Mc=0A2=A2=0Mc=Mc=0B2=B2=0Md=Md=0B2=B2=0Md=Md=0A3=A3=0Me=Me=0A3=A3=0Me=Me=0B3=B3=0B3=B3=0A4=A4=0A4=A4=0B4=B4=0B4=B4=0A5=A5=0A5=A5=0N1=N1=0N1=N1=0N2=N2=0N2=N2=0N3=N3=0N3=N3=0N4=N4=0N4=N4=05 5跨跨等等截截面面连连续续梁梁计计算算B1=B1= 2037.42Mb=Mb= 701.6625B1=B1=0Mb=Mb=207.9B1=B1=A2=A2= 2037.42Mc=Mc=103.95A2=A2=2037.42Mc=Mc=623.7A2=A2=B2=B2= 2037.42Md=Md= 337.8375B2=B2=2037.42Md=Md=207.9B2=B2=A3=A3=0A3=A3=2037.42A3=A3=B3=B3=0B3=B3=2037.42B3=B3=A4=A4= 2037.42A4=A4=0A4=A4=N1=N1= 24449.04N1=N1= 12224.52N1=N1=N2=N2=