Midas拱桥模型的建立及虚设梁解释Word下载.docx
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1.5
7
-1855.7
2.42
5.24
16.4
1.64
8
-1953.88
-3.29
4.34
-7.26
14.01
-8.35
9
-2041.21
-1.18
9.98
-2.89
8.45
6.67
10
-2108.97
1.71
-1.17
-1.26
35.33
11
624.99
1.48
-65.01
15.51
336.69
0.43
12
514.06
-1.3
-8.32
17.24
403
-2.68
13
363.77
-0.63
-2.48
14.84
356.33
-0.12
14
203.4
-2.02
-0.68
10.67
321.58
3.75
15
-19.48
-1.85
-5.91
6.14
316.94
10.31
16
-20.47
-0.82
4.56
0.92
314.99
9.97
17
-135.31
-2.43
0.24
-4.64
312.5
8.9
18
-311.38
-2.41
-11.39
327.62
11.85
19
-500
-2.54
7.36
-21.01
348.71
15.61
20
-719.58
1.41
50.52
-28.37
288.48
10.54
21
197.29
3.94
62.41
-0.01
-27.42
22
249.42
2.52
20.88
-8.09
-1.55
23
254.42
1.79
-8.82
-4.28
-0.1
24
263.45
0.64
4.04
-2.79
1.08
25
247.44
-1.14
-0.14
-1.9
26
264.05
-0.7
-1.39
2.51
1.21
27
255.33
-1.87
5.54
3.6
-0.71
28
257.93
-2.11
-14.55
7.33
1.72
29
216.25
43.96
24.5
-1.99
30
-2052.74
-0.23
-1.72
7.8
39.2
-20.85
31
-1999.23
-3.76
-12.19
6.61
11.82
-5.6
32
-1916.9
-5.8
-5.98
1.58
19.32
26.09
33
-1812.42
5.2
8.62
20.1
3.41
34
-1475.37
9.14
-5.41
9.46
-0.97
35
-1473.91
-10.25
-9.12
15.04
36
-1794.92
2.45
8.24
19.91
-7.88
37
-1863.34
-4
8.37
-11.46
21.54
-11.76
38
-1936.9
-1.41
16.08
-5.09
13.96
6.52
39
-1965.46
1.89
6.04
-2.65
44.72
6.28
40
127.72
0.75
-64.5
15.47
329.45
1.99
41
354.79
-3.13
-11.49
16.73
415.53
-2.93
42
543.71
-3.06
-5.74
14.55
393.97
0.94
43
719.07
-2.56
0.39
372.41
2.79
44
829.83
-4.75
-4.47
5.56
369.48
9.19
45
830.82
2.08
5.83
1.49
371.44
8.85
46
1057.78
-1.89
0.05
-3.96
381.49
7.94
47
1218.85
0.02
3.37
-11.09
422.68
12.91
48
1368.85
12.45
-20.5
469.83
15.36
49
1472.28
2.14
78.99
-28.33
377.65
12.1
50
205.19
3.54
54.39
-26.03
-2.71
51
252.1
2.04
17.76
-7.55
-2.03
52
250.77
1.19
-6.42
-4.08
0.77
53
261.27
1.68
54
244.43
-1.74
1.14
0.14
1.8
55
260.66
-1.82
-4.32
2.99
-1.04
56
249.86
-2.47
9.7
4.76
0.16
57
243.59
-2.59
-24.09
8.31
1.24
58
186.23
72.84
28.95
-1.68
59
1.83
6.82
14.27
4.54
60
-159.28
-0.28
1.67
-0.03
4.47
3.25
61
-152.51
-0.25
0.51
-0.02
3.69
3.45
62
-151.99
-0.09
-0.32
63
-199.64
-0.07
-1.48
0.06
3.67
64
0.6
2.12
-1.47
2.62
65
95.89
3.53
-2.96
0.01
-4.48
2.36
66
148.62
3.39
-3.92
-7.89
2.44
67
151.92
3.21
-4.42
-8.79
2.35
68
158.71
-3.42
0.04
-6.97
69
1.29
6.59
13.71
3.26
70
21.25
23.88
-0.78
-34.08
71
249.07
20.66
2.63
-2.52
-17.42
-0.31
72
18.93
2.26
2.95
-2.14
0.84
6.33
73
270.16
-22.3
1.98
1.03
-21.71
74
0.79
-2.69
0.57
-13.26
1.3
75
21.12
-25.59
-31.09
-0.16
76
274.77
-22.6
-3.57
-0.27
-20.71
77
-13.93
-4.96
78
253.67
20.96
-4.22
-1.23
-16.42
0.55
79
0.17
-2.66
80
-407.95
-5.81
9.62
6.24
-5.31
-0.94
81
-407.67
-5.68
-10.26
5.94
-2.21
82
-428.33
5.44
9.07
-6.77
-3.39
0.45
83
-428.05
5.31
-9.71
-6.47
-0.65
84
-6.76
2.24
2.97
2.01
3.09
85
-50.12
2.1
-0.49
-4.89
5.08
86
-42.03
0.2
-5.11
-0.08
1.51
87
-14.85
0.12
-2.53
2.75
7.17
-0.62
88
-19.82
-4.59
89
156.11
3.55
-9.8
-3.05
90
148.75
4.24
2.17
-6.44
-3.28
91
145.46
1.23
-3.16
-3.35
92
93.93
4.67
2.11
-3.49
93
-8.57
-1.77
94
-201.6
-1.21
-1.52
6.66
-2.55
95
-155.15
-1.11
-2.37
-2.78
96
-155.68
-1.28
-2.76
6.03
97
-161.87
-1.31
-2.58
-2.33
98
-19.25
-3.21
99
301.98
2.59
1.13
100
309.14
3.77
101
-146.47
-0.3
0.27
102
-139.31
4.87
-1.08
103
-222.4
0.49
1.81
104
228.64
-0.95
3.66
-0.33
105
-227.33
0.47
0.86
106
233.27
5.04
-0.18
107
-230.28
-0.42
-0.04
108
236.2
0.03
-1.16
6.76
109
-240.77
0.21
0.46
-3.07
0.11
110
245.86
-0.38
6.32
111
225.39
-0.24
0.61
0.97
1.12
112
-219.15
-0.83
4.5
-1.03
113
228.22
-0.22
0.73
0.67
0.96
114
-222.28
5.23
-0.92
115
231.13
-0.2
116
-225.21
-0.81
5.67
-0.74
117
241.67
0.58
0.87
118
-236.58
3.93
-0.88
119
120
121
122
123
124
125
126
127
128
表2人群荷载作用下梁单元内力
人群荷载
-202.17
4.08
-197.89
-0.4
0.44
1.06
-0.54
-190.03
-0.67
-0.26
1.62
-183.82
0.52
-0.69
-151.58
-1.1
-0.64
-0.85
1.16
-151.72
0.99
0.48
0.89
0.15
-185.57
-195.39
-0.73
1.4
-204.12
-0.29
0.85
-210.9
-0.13
62.5
-6.5
1.55
33.67
51.41
40.3
36.38
-0.06
35.63
20.34
1.07
32.16
0.37
-1.95
-0.59
31.69
-2.05
0.09
31.5
-13.53
-0.46
31.25
-31.14
32.76
-50
0.74
-2.1
34.87
1.56
-71.96
5.05
-2.84
28.85
1.05
19.73
-2.74
24.94
0.25
2.09
-0.15
25.44
0.18
-0.43
26.34
0.4
24.74
-0.11
-0.19
26.4
25.53
0.36
25.79
-0.21
-1.46
21.63
4.4
-205.27
-0.17
0.78
3.92
-2.09
-199.92
-1.22
0.66
1.18
-0.56
-191.69
-0.58
-0.6
1.93
2.61
-181.24
0.34
-147.54
0.91
0.95
-147.39
-1.02
0.7
-0.91
0.1
-179.49
0.82
-0.79
-186.33
-1.15
2.15
-193.69
1.61
-0.51
0.65
-196.55
0.19
0.63
12.77
0.08
-6.45
32.94
人群