不等跨等截面连续梁内力计算

0
B3=
0
A4=
0
A4=
0
B4=
0
B4=
0
A5=
0
N1=
0
A5=
0
N1=
0
N2=
0
N3=
0
N4=
0
N2=
0
N3=
0
N4=
0
0
B1=
0
Mb=
0
B1=
0
Mb=
0
0
A2=
0
Mc=
0
A2=
0
Mc=
0
0
B2=
0
Md=
0
B2=
0
Md=
0
0
A3=
0
Me=
0
A3=
0
Me=
0
B3=
0
B3=
0
A4=
0
A4=
0
B4=
0
B4=
B3= 2037.42
B3=
A4= 2037.42
A4=
0
A4=
N1= 12224.52
N1= 12224.52
N1=
N2= 12224.52
N2= 12224.52
N2=
N3= 24449.04
N3= 12224.52
N3=
0
B1=
0
Mb=
0
B1=
0
Mb=
0
0
A2=
0
Mc=
0
A2=
0
Mc=
0
B2=
Mb= 701.6625 Mc= 103.95 Md= 337.8375
B1=
0
A2= 2037.42
B2= 2037.42 A3= 2037.42
B3= 2037.42
A4=
0
N1= 12224.52
N2= 24449.04
N3= 12224.52
Mb= 207.9 Mc= 623.7 Md= 207.9
恒载标准值Pg1=
恒载标准值Pg2=
恒载标准值Pg3=
恒载标准值Pg4=
恒载标准值Pg5=
活载标准值Pq1=
活载标准值Pq2=
活载标准值Pq3=
活载标准值Pq4=
活载标准值Pq5=
活载不利布置 支座弯矩调整系
数a= 跨度L1= 跨度L2= 跨度L3= 跨度L4= 跨度L5=
a1= a2= a3= a4= a5= K1= K2= K3= K4= K5= K6= K7= K8= K9= a1= a2=
0
A3=
0
N1= 0
N2= 0
B2=
0
A3=
0
N1= 0
N2= 0
296.752
B1=
0
A2= 2380.224
N1= 14281.34
Mb= 435.4068
0
2037.42
2037.42 0
0 2037.42 12224.52 12224.52 12224.52
Mb= 311.85 Mc= 207.9 Md= 311.85
0
A5=
0
A5=
0
N1=
0
N1=
0
N2=
0
N2=
0
N3=
0
N3=
0
N4=
0
N4=
0
0 0
0 0
续梁计算
115.668 77.112 115.668
B1= 2037.42
A2= 2037.42
B2= 2037.42 A3= 0
B3= 0 A4= 2037.42 N1= 24449.04 N2= 12224.52 N3= 12224.52
2跨等截面连续梁计算
B1= 300.8526 A2= 441.4234 N1= 4453.656
续梁计算
31.12421
B1=
0
Mb=
0
B1=
0
Mb=
0
23.34316
A2=
0
Mc=
0
A2=
0
wenku.baidu.com
Mc=
0
23.34316
B2=
0
Md=
0
B2=
0
Md=
0
31.12421
A3=
0
Me=
0
A3=
0
Me=
0
B3=
0
N4=
0
恒载标准值Pg1=
恒载标准值Pg2=
恒载标准值Pg3=
恒载标准值Pg4=
活载标准值Pq1=
活载标准值Pq2=
活载标准值Pq3=
活载标准值Pq4= 活载不利布置
支座弯矩调整系 数a=
跨度L1= 跨度L2= 跨度L3= 跨度L4=
a1= a2= a3=
71.4
71.4
71.4
71.4
330
330
a4= 0.03
a5= 0.01
a6= 0.03
跨中弯矩M1=
968
支座负弯矩Mb=
695
跨中弯矩M2=
847
支座负弯矩Mc=
596
跨中弯矩M3=
847
支座负弯矩Md=
695
跨中弯矩M4=
968
B1= 2037.42
Mb=
A2= 2037.42
Mc=
B2= 2037.42
Md=
A3= 2037.42
30
跨度L3=
18
a1=
6
a2=
15
a3=
9
(KN)
(KN)
(KN)
(KN)
(KN)
(KN)
弯矩调整系数 (m) (m) (m) (m) (m) (m)
3跨等截面连续梁计算
B1=
0
A2= 33750
B2= 33750
A3=
0
N1= 202500
N2= 202500
k1= k2=
k3=
a1=
a2= a3= 跨中弯矩M1= 支座负弯矩Mb= 跨中弯矩M2= 支座负弯矩Mc= 跨中弯矩M3=
330
330 是
0.85 8.4 8.4 8.4 8.4 4.2 4.2 4.2
(KN)
(KN)
(KN)
(KN)
(KN)
(KN)
(KN)
(KN)
弯矩调整系数 (m) (m) (m) (m) (m) (m) (m)
4跨等截面连续梁计算
B1= 377.8488
Mb=
A2= 377.8488
Mc=
B2= 377.8488
623.7 415.8 623.7
续梁计算
Mb= 1865.578
B1=
Mc= 1526.382
A2=
0
Mb=
0
Mc=
B2=
0
A3=
0
N1= 0
N2= 0
0
B1=
0
A2=
0
Mb=
0
Mc=
B2=
0
A3=
0
N1= 0
N2= 0
Mb=
0
Mc=
0
续梁计算
3128 4198 2876
6305.6 1.501963
(KN)
弯矩调整系数 (m) (m) (m) (m) (m) (m) (m) (m) (m) (m)
5跨等截面连续梁计算
B1= 91.98933
Mb=
A2= 114.9867
Mc=
B2= 91.98933
Md=
A3= 114.9867
Me=
B3= 91.98933
A4= 114.9867
B4= 91.98933
Mb= 135.7822
B1= 1622.244
Mb= 732.1588
B1= 1622.244
Mb=
A2= 2380.224
A2=
0
N1= 24014.81
N1= 9733.466
B1=
0
Mb=
0
A2=
0
Mc=
0
B2=
0
Md=
0
A3=
0
Me=
0
B3=
0
A4=
0
B4=
0
A5=
0
N1=
0
N2=
0
N3=
22
22
22
22
22
0
0
0
0
0 是
0.85 8.4 8.4 8.4 8.4 8.4 2.8 2.8 2.8 2.8 2.8 34 34 34 34 1058 1058 33191 33191 1040551 0.032 0.009
(KN)
(KN)
(KN)
(KN)
(KN)
(KN)
(KN)
(KN)
(KN)
B3= 2037.42
A4= 2037.42
N1= 24449.04
N2= 24449.04
N3= 24449.04
恒载标准值Pg1=
0
恒载标准值Pg2=
500
恒载标准值Pg3=
0
活载标准值Pq1=
0
活载标准值Pq2=
0
活载标准值Pq3=
0
活载不利布置
是
支座弯矩调整系
数a=
1
跨度L1=
12
跨度L2=
71.4
71.4
330
330 否
0.85 7.4 9 4.2 4.2 32.8 576 737.7 833
(KN)
(KN)
(KN)
(KN)
弯矩调整系数 (m) (m) (m) (m)
(KN*m) (KN*m) (KN*m)
B1=
0
A2=
0
B2=
0
A3=
0
N1= 0
N2= 0
1262 1394 1350
跨中弯矩M3=
支座负弯矩Md= 跨中弯矩M4=
支座负弯矩Me= 跨中弯矩M5=
0.002 0.001 0.034 0.009 0.002 0.034 0.009 0.032
40 26 27 20
29
20 27 26 32
B2=
0
Md=
A3=
0
Me=
B3=
0
A4=
0
B4=
0
A5=
0
N1=
0
N2=
0
N3=
0
N4=
0
B1= 2037.42
Mb= 337.8375
B1= 2037.42
Mb= 311.85
B1=
A2= 0
Mc= 103.95
A2=
0
Mc= 207.9
A2=
B2= 0 A3= 2037.42
Md= 701.6625
B2=
0
Md= 311.85
B2=
A3= 2037.42
A3=
B3= 2037.42
84 96
7164
0.01 0.00 0.01 -933 1866 2804 1526 -763
(KN*m) (KN*m) (KN*m) (KN*m) (KN*m)
恒载标准值Pg1=
恒载标准值Pg2=
活载标准值Pq1=
活载标准值Pq2=
活载不利布置 支座弯矩调整系
数a= 跨度L1= 跨度L2=
a1= a2= k1= 跨中弯矩M1= 支座负弯矩Mb= 跨中弯矩M2=
Md=
A3= 377.8488
B3= 377.8488 A4= 377.8488 N1= 4534.186 N2= 4534.186 N3= 4534.186
a4=
4.2
(m)
k1=
34
k2=
34
k3=
34
k4= 1058
k5= 1058
k6= 33191
a1= 0.03
a2= 0.01
a3= 0.00
A5= 114.9867 N1= 1241.856
N2= 1241.856 N3= 1241.856 N4= 1241.856
B1=
0
Mb=
A2=
0
Mc=
B2=
0
Md=
A3=
0
Me=
B3=
0
A4=
0
B4=
0
A5=
0
N1=
0
N2=
0
N3=
0
N4=
0
B1=
0
Mb=
A2=
0
Mc=
a3= a4= a5= a6= a7= a8= a9= a10= 跨中弯矩M1= 支座负弯矩Mb= 跨中弯矩M2= 支座负弯矩Mc=