不等跨等截面连续梁内力计算

5跨等截面连续梁计算恒载标准值g=242(KN)

活载标准值q=221(KN)

活载不利布置是B1=7171.718

支座弯矩调整系数a=0.85弯矩调整系数A2=7171.718跨度L1=8.4(m)B2=7171.718

跨度L2=8.4(m)A3=7171.718

跨度L3=8.4(m)B3=7171.718

跨度L4=8.4(m)A4=7171.718

跨度L5=8.4(m)B4=7171.718 K1=34A5=7171.718

K2=34N1=86060.62

K3=34N2=86060.62

K4=34N3=86060.62

K5=1058N4=86060.62

K6=1058

K7=33191

K8=33191

K9=1040551B1=

a1=0.032A2=

a2=0.009B2=

a3=0.002A3=

a4=0.001B3=

a5=0.034A4=

a6=0.009B4=

a7=0.002A5=

a8=0.034N1=

a9=0.009N2=

a10=0.032N3=跨中弯矩M1=3979N4=支座负弯矩Mb=4053

跨中弯矩M2=2465

支座负弯矩Mc=3439

跨中弯矩M3=3183

支座负弯矩Md=3439

跨中弯矩M4=2837

支座负弯矩Me=4053

跨中弯矩M5=3979

4跨等截面连续梁计算恒载标准值g=300(KN)

活载标准值q=400(KN)

活载不利布置否

支座弯矩调整系数a=0.85弯矩调整系数

跨度L1= 6.6(m)

跨度L2= 5.4(m)B1=4312.44

跨度L3= 5.4(m)A2=2361.96

跨度L4= 6.6(m)B2=2361.96 k1=24A3=2361.96

k2=22B3=2361.96

k3=24A4=4312.44

k4=489N1=40046.4

k5=489N2=28343.52

k6=11042N3=40046.4

a1=0.04

a2=0.01B1=6708.24

a3=0.00A2=3674.16

a4=0.05B2=3674.16

a5=0.01A3=3674.16

a6=0.04B3=3674.16跨中弯矩M1=3470A4=6708.24支座负弯矩Mb=3361N1=62294.4跨中弯矩M2=1177N2=44089.92支座负弯矩Mc=1170N3=62294.4跨中弯矩M3=1177

支座负弯矩Md=3361

跨中弯矩M4=3470

3跨等截面连续梁计算恒载标准值g=30(KN)

活载标准值q=21.5(KN)

活载不利布置否

支座弯矩调整系数a=0.85弯矩调整系数

跨度L1= 5.1(m)

跨度L2=9.3(m)B1=

跨度L3=8.5(m)A2= k1=29B2=

k2=36A3=

k3=939N1=

a1=0.04N2=

a2=0.01

a3=0.03B1=跨中弯矩M1=91(KN*m)A2=支座负弯矩Mb=302(KN*m)B2=跨中弯矩M2=326(KN*m)A3=支座负弯矩Mc=481(KN*m)N1=跨中弯矩M3=381(KN*m)N2=

2跨等截面连续梁计算恒载标准值g=30(KN)

活载标准值q=21.5(KN)

活载不利布置否

支座弯矩调整系数a=0.85弯矩调整系数

跨度L1=9.3(m)

跨度L2=8.9(m)B1= k1=36.4A2=跨中弯矩M1=453(KN*m)N1=支座负弯矩Mb=582.4(KN*m)

跨中弯矩M2=396(KN*m)B1=

A2=

N1=

Mb=2156.908B1=7640.94Mb=

2611.4

B1=0Mb=Mc=

1617.681A2=7640.94Mc=470.05A2=7640.942Mc=Md=

1617.681B2=7640.94Md=966.22B2=7640.942Md=Me=2156.908A3=

0Me=1122.9A3=7640.942Me=

B3=

0B3=7640.942A4=

7640.94A4=0B4=

7640.94B4=0A5=

0A5=7640.942N1=

91691.3N1=45845.65N2=

45845.7N2=91691.31N3=

45845.7N3=45845.65N4=45845.7N4=45845.657640.9424

Mb=1149.01B1=0Mb=1149.0140

Mc=861.76A2=7640.942Mc=861.76040

Md=861.76B2=7640.942Md=861.76047640.9424

Me=1149.01A3=0Me=1149.0147640.9424

B3=00

A4=7640.9420

B4=7640.9427640.9424

A5=045845.654

N1=45845.6545845.654

N2=45845.6545845.654

N3=45845.6545845.654N4=45845.65计算

计算

Mb=1547.442B1=6708.24Mb=2607.7

B1=0Mb=Mc=538.4789

A2=3674.16Mc=53.594A2=3674.16Mc=Md=1547.442B2=

3674.16Md=1689.1B2=3674.16Md=

A3=

0A3=3674.16B3=

0B3=3674.16A4=

6708.24A4=0N1=

62294.4N1=22044.96N2=

22045N2=44089.92N3=40249.4N3=22044.96Mb=2407.132

Mc=837.6338

Md=2407.132

198.9765

Mb=193.324B1=166.3665Mb=207.4204B1=01206.5355

Mc=308.102A2=1008.798Mc=115.8364A2=1008.7981206.5355

B2=1008.798B2=1008.798921.1875

A3=0A3=770.21518433.072

N1=7050.985N1=6052.78612766.338

N2=6052.786N2=10674.08365.34296

Mb=354.9642215.3332

Mc=565.709

2215.3332

1691.4026

15484.057

23440.415计算

计算

1206.5355B1=1008.798 1057.4535A2=0 13583.934N1=6052.786 2215.3332

1941.6021

24941.612

757.305B1=7640.942Mb=1253.47B1=0Mb=1122.9 2428.6A2=0Mc=443.9372A2=7640.942Mc=966.2162 443.937B2=0Md=2428.598B2=7640.942Md=470.0511 1253.47A3=7640.942Me=757.3046A3=0Me=2611.395 B3=7640.942B3=0

A4=7640.942A4=7640.942

B4=7640.942B4=7640.942

A5=0A5=7640.942

N1=45845.65N1=45845.65

N2=45845.65N2=45845.65

N3=91691.31N3=45845.65

N4=45845.65N4=91691.31

B1=7640.942Mb=2298.028

A2=7640.942Mc=1723.521

B2=7640.942Md=1723.521

A3=7640.942Me=2298.028

B3=7640.942

A4=7640.942

B4=7640.942

A5=7640.942

N1=91691.31

N2=91691.31

N3=91691.31

N4=91691.31

517.487B1=6708.24Mb=1689.119B1=6708.24Mb=1582.826 1782.46A2=0Mc=53.59437A2=0Mc=418.8169 517.487B2=0Md=2607.659B2=0Md=824.3062 A3=3674.16A3=3674.16

B3=3674.16B3=3674.16

A4=6708.24A4=0

N1=40249.44N1=40249.44

N2=22044.96N2=22044.96

N3=62294.4N3=22044.96

Mb=123.7873B1=166.3665Mb=-7.92736B1=0Mb= Mc=267.4959A2=0Mc=131.8824A2=1008.798Mc=

B2=0B2=1008.798

A3=770.2151A3=0

N1=998.1988N1=6052.786

N2=4621.291N2=6052.786

B1=0 A2=884.1486 N1=5304.892

B1=0Mb=824.3062

A2=3674.16Mc=418.8169

B2=3674.16Md=1582.826

A3=0

B3=0

A4=6708.24

N1=22045

N2=22045

N3=40249.4

169.5675

125.725