横梁弯距调幅.docx
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横梁弯距调幅.docx
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横梁弯距调幅
表7-1横梁弯距调幅(单位:
KN.M)
荷载类型
恒荷载
层号
左梁
右梁
跨度
荷载
跨中弯距
左调幅
右调幅
跨中调幅
5
-67.958
-72.65
6
25.971
46.57
-57.76
-61.75
57.11
-15.758
-15.758
2.4
13.983
-5.69
-13.39
-13.39
-3.32
-67.958
-72.65
6
25.971
46.57
-57.76
-61.75
57.11
4
-45.121
-44.862
6
14.581
20.623
-38.35
-38.13
27.37
-4.216
-4.216
2.4
10.113
3.065
-3.58
-3.58
3.70
-45.121
-44.862
6
14.581
20.623
-38.35
-38.13
27.37
3
-42.583
-43.308
6
14.581
22.669
-36.2
-36.81
29.11
-6.084
-6.084
2.4
10.113
1.197
-5.17
-5.17
2.11
-42.583
-43.308
6
14.581
22.669
-36.2
-36.81
29.11
2
-42.583
-43.308
6
14.581
22.669
-36.2
-36.81
29.11
-6.084
-6.084
2.4
10.113
1.197
-5.17
-5.17
2.11
-42.583
-43.308
6
14.581
22.669
-36.2
-36.81
29.11
1
-41.573
-40.748
6
14.581
24.454
-35.34
-34.64
30.62
-9.14
-9.14
2.4
10.13
-1.186
-7.77
-7.77
-0.48
-41.573
-40.748
6
14.581
24.454
-35.34
-34.64
30.62
荷载类型
活荷载
层号
左梁
右梁
跨度
荷载
跨中弯距
左调幅
右调幅
跨中调幅
5
-21.67
-27.33
6
8.54
13.93
-18.42
-23.23
17.61
-21
-21
2.4
6.76
1.66
-17.85
-17.85
-12.98
-21.67
-27.33
6
8.54
13.93
-18.42
-23.23
17.61
4
-25.02
-25.98
6
8.54
12.93
-21.27
-22.08
16.76
-13.19
-13.19
2.4
4.2
5.63
-11.21
-11.21
-8.19
-25.02
-25.98
6
8.54
12.93
-21.27
-22.08
16.76
3
-25.02
-25.98
6
8.54
12.93
-21.27
-22.08
16.76
-13.19
-13.19
2.4
4.2
5.63
-11.21
-11.21
-8.19
-25.02
-25.98
6
8.54
12.93
-21.27
-22.08
16.76
2
-25.02
-25.98
6
8.54
12.93
-21.27
-22.08
16.76
-13.19
-13.19
2.4
4.2
5.63
-11.21
-11.21
-8.19
-25.02
-25.98
6
8.54
12.93
-21.27
-22.08
16.76
1
-25.02
-25.98
6
8.54
12.93
-21.27
-22.08
16.76
-13.19
-13.19
2.4
4.2
5.63
-11.21
-11.21
-8.19
-25.02
-25.98
6
8.54
12.93
-21.27
-22.08
16.76
表7-2框架梁内力组合
层号
杆件号
截面
内力
荷载类别
内力组合
恒①
活②
地震左③
地震
1.2①+1.4②
1.35①+0.98②
1.2×(①+0.5②)+
右④
1.3×③
1.3×④
1层
A1-B1
A1右
M
-35.34
-21.27
111.46
-111.46
-72.186
-68.5536
89.728
-200.068
V
43.38
25.46
-34.03
34.03
87.7
83.5138
23.093
111.571
跨中
M
30.62
16.76
20.75
-20.75
60.208
57.7618
73.775
19.825
B1左
M
-34.64
-22.08
-90.71
90.71
-72.48
-68.4024
-172.739
63.107
V
-43.61
-25.78
-34.04
34.04
-88.424
-84.1379
-112.052
-23.548
B1-C1
B1右
M
-7.77
-11.21
111.53
-111.53
-25.018
-21.4753
128.939
-161.039
V
12.14
5.04
-92.94
92.94
21.624
21.3282
-103.23
138.414
跨中
M
-0.48
-8.71
0
0
-12.77
-9.1838
-5.802
-5.802
C1左
M
-7.77
-11.21
-111.53
111.53
-25.018
-21.4753
-161.039
128.939
V
-12.14
-5.04
-92.94
92.94
-21.624
-21.3282
-138.414
103.23
C1-D1
C1右
M
-35.34
-21.27
111.46
-111.46
-72.186
-68.5536
89.728
-200.068
V
43.38
25.46
-34.03
34.03
87.7
83.5138
23.093
111.571
跨中
M
30.62
16.76
20.75
-20.75
60.208
57.7618
73.775
19.825
D1左
M
-34.64
-22.08
-90.71
90.71
-72.48
-68.4024
-172.739
63.107
V
-43.61
-25.78
-34.04
34.04
-88.424
-84.1379
-112.052
-23.548
表7-2框架梁内力组合
层号
杆件号
截面
内力
荷载类别
内力组合
恒①
活②
地震左③
地震
1.2①+1.4②
1.35①+0.98②
1.2×(①+0.5②)+
右④
1.3×③
1.3×④
2层
A2-B2
A2右
M
-36.2
-21.27
169.92
-169.92
-73.218
-69.7146
164.694
-277.098
V
43.62
25.46
-53.04
53.04
87.988
83.8378
-1.332
136.572
跨中
M
29.11
16.76
21.62
-21.62
58.396
55.7233
73.094
16.882
B2左
M
-36.81
-22.08
-148.3
148.3
-75.084
-71.3319
-250.21
135.37
V
-43.86
-25.78
-53.04
53.04
-88.724
-84.4754
-137.052
0.852
B2-C2
B2右
M
-5.17
-11.21
178.4
-178.4
-21.898
-17.9653
218.99
-244.85
V
12.14
5.04
-148.67
148.67
21.624
21.3282
-175.679
210.863
跨中
M
2.11
-8.71
0
0
-9.662
-5.6873
-2.694
-2.694
C2左
M
-5.17
-11.21
-178.4
178.4
-21.898
-17.9653
-244.85
218.99
V
-12.14
-5.04
-148.67
148.67
-21.624
-21.3282
-210.863
175.679
C2-D2
C2右
M
-36.2
-21.27
169.92
-169.92
-73.218
-69.7146
164.694
-277.098
V
43.62
25.46
-53.04
53.04
87.988
83.8378
-1.332
136.572
跨中
M
29.11
16.76
21.62
-21.62
58.396
55.7233
73.094
16.882
D2左
M
-36.81
-22.08
-148.3
148.3
-75.084
-71.3319
-250.21
135.37
V
-43.86
-25.78
-53.04
53.04
-88.724
-84.4754
-137.052
0.852
表7-2框架梁内力组合
层号
杆件号
截面
内力
荷载类别
内力组合
恒①
活②
地震左③
地震
1.2①+1.4②
1.35①+0.98②
1.2×(①+0.5②)+
右④
1.3×③
1.3×④
3层
A3-B3
A3右
M
-36.2
-21.27
142.63
-142.63
-73.218
-69.7146
129.217
-241.621
V
43.62
25.46
-44.43
44.43
87.988
83.8378
9.861
125.379
跨中
M
29.11
16.76
18.81
-18.81
58.396
55.7233
69.441
20.535
B3左
M
-36.81
-22.08
-124.47
124.47
-75.084
-71.3319
-219.231
104.391
V
-43.86
-25.78
-44.43
44.43
-88.724
-84.4754
-125.859
-10.341
B3-C3
B3右
M
-5.17
-11.21
149.72
-149.72
-21.898
-17.9653
181.706
-207.566
V
12.14
5.04
-124.77
124.77
21.624
21.3282
-144.609
179.793
跨中
M
2.11
-8.71
0
0
-9.662
-5.6873
-2.694
-2.694
C3左
M
-5.17
-11.21
-149.72
149.72
-21.898
-17.9653
-207.566
181.706
V
-12.14
-5.04
-124.77
124.77
-21.624
-21.3282
-179.793
144.609
C3-D3
C3右
M
-36.2
-21.27
142.63
-142.63
-73.218
-69.7146
129.217
-241.621
V
43.62
25.46
-44.43
44.43
87.988
83.8378
9.861
125.379
跨中
M
29.11
16.76
18.81
-18.81
58.396
55.7233
69.441
20.535
D3左
M
-36.81
-22.08
-124.47
124.47
-75.084
-71.3319
-219.231
104.391
V
-43.86
-25.78
-44.43
44.43
-88.724
-84.4754
-125.859
-10.341
表7-2框架梁内力组合
层号
杆件号
截面
内力
荷载类别
内力组合
恒①
活②
地震左③
地震
1.2①+1.4②
1.35①+0.98②
1.2×(①+0.5②)+
右④
1.3×③
1.3×④
4层
A4-B4
A4右
M
-38.35
-21.27
104.19
-104.19
-75.798
-72.6171
76.665
-194.229
V
43.79
25.46
-32.52
32.52
88.192
84.0673
25.548
110.1
跨中
M
27.37
16.76
13.26
-13.26
56.308
53.3743
60.138
25.662
B4左
M
-38.13
-22.08
-90.93
90.93
-76.668
-73.1139
-177.213
59.205
V
-43.7
-25.78
-32.52
32.52
-88.532
-84.2594
-110.184
-25.632
B4-C4
B4右
M
-3.58
-11.21
109.38
-109.38
-19.99
-15.8188
131.172
-153.216
V
25.46
5.04
-91.75
91.75
37.608
39.3102
-85.699
152.851
跨中
M
3.7
-8.71
0
0
-7.754
-3.5408
-0.786
-0.786
C4左
M
-3.58
-11.21
-109.38
109.38
-19.99
-15.8188
-153.216
131.172
V
-25.46
-5.04
-91.75
91.75
-37.608
-39.3102
-152.851
85.699
C4-D4
C4右
M
-38.35
-21.27
104.19
-104.19
-75.798
-72.6171
76.665
-194.229
V
43.79
25.46
-32.52
32.52
88.192
84.0673
25.548
110.1
跨中
M
27.37
16.76
13.26
-13.26
56.308
53.3743
60.138
25.662
D4左
M
-38.13
-22.08
-90.93
90.93
-76.668
-73.1139
-177.213
59.205
V
-43.7
-25.78
-32.52
32.52
-88.532
-84.2594
-110.184
-25.632
表7-2框架梁内力组合
层号
杆件号
截面
内力
荷载类别
内力组合
恒①
活②
地震左③
地震
1.2①+1.4②
1.35①+0.98②
1.2×(①+0.5②)+
右④
1.3×③
1.3×④
5层
A5-B5
A5右
M
-57.76
-18.42
54.65
-54.65
-95.1
-96.0276
-9.319
-151.409
V
77.13
24.68
-17.06
17.06
127.108
128.3119
85.186
129.542
跨中
M
57.11
17.61
6.96
-6.96
93.186
94.3563
88.146
70.05
B5左
M
-61.75
-23.23
-47.69
47.69
-106.622
-106.1279
-150.035
-26.041
V
-78.7
-26.56
-17.06
17.06
-131.624
-132.2738
-132.554
-88.198
B5-C5
B5右
M
-13.39
-17.85
47.69
-47.69
-41.058
-35.5695
35.219
-88.775
V
16.78
8.11
-47.8
47.8
31.49
30.6008
-37.138
87.142
跨中
M
-3.32
-12.98
0
0
-22.156
-17.2024
-11.772
-11.772
C5左
M
-13.39
-17.85
-57.36
57.36
-41.058
-35.5695
-101.346
47.79
V
-16.78
-8.11
-47.8
47.8
-31.49
-30.6008
-87.142
37.138
C5-D5
C5右
M
-57.76
-18.42
54.65
-54.65
-95.1
-96.0276
-9.319
-151.409
V
77.13
24.68
-17.06
17.06
127.108
128.3119
85.186
129.542
跨中
M
57.11
17.61
6.96
-6.96
93.186
94.3563
88.146
70.05
D5左
M
-61.75
-23.23
-47.69
47.69
-106.622
-106.1279
-150.035
-26.041
V
-78.7
-26.56
-17.06
17.06
-131.624
-132.2738
-132.554
-88.198
表7-3横梁弯矩控制值计算(P=1.2*(①+0.5*②))
层次
位置
截面
荷载
M(KN*m)
V(KN)
b(mm)
M1=M-V*b/2
5
左边跨
A5右
恒①
-57.76
77.13
600
-80.899
活②
-18.42
24.68
-25.824
地震左③
54.65
-17.06
59.768
地震右④
-54.65
17.06
-59.768
P+1.3×③
-9.319
85.186
-34.8748
P+1.3×④
-151.409
129.542
-190.2716
B5左
恒①
-61.75
-78.7
600
-38.14
活②
-23.23
-26.56
-15.262
地震左③
-47.69
-17.06
-42.572
地震右④
47.69
17.06
42.572
P+1.3×③
-150.035
-132.554
-110.2688
P+1.3×④
-26.041
-88.198
0.4184
中跨
B5右
恒①
-13.39
16.78
600
-18.424
活②
-17.85
8.11
-20.283
地震左③
47.69
-47.8
62.03
地震右④
-47.69
47.8
-62.03
P+1.3×③
35.219
-37.138
46.3604
P+1.3×④
-88.775
87.142
-114.9176
C5左
恒①
-13.39
-16.78
600
-8.356
活②
-17.85
-8.11
-15.417
地震左③
-57.36
-47.8
-43.02
地震右④
57.36
47.8
43.02
P+1.3×③
-101.346
-87.142
-75.2034
P+1.3×④
47.79
37.138
36.6486
右边跨
C5右
恒①
-57.76
77.13
600
-80.899
活②
-18.42
24.68
-25.824
地震左③
54.65
-17.06
59.768
地震右④
-54.65
17.06
-59.768
P+1.3×③
-9.319
85.186
-34.8748
P+1.3×④
-151.409
129.542
-190.2716
D5左
恒①
-61.75
-78.7
600
-38.14
活②
-23.23
-26.56
-15.262
地震左③
-47.69
-17.06
-42.572
地震右④
47.69
17.06
42.572
P+1.3×③
-150.035
-132.554
-110.2688
P+1.3×④
-26.041
-88.198
0.4184
表7-3横梁弯矩控制值计算(P=1.2*(①+0.5*②))
层次
位置
截面
荷载
M(KN*m)
V(KN)
b(mm)
M1=M-V*b/2
3
左边跨
A3右
恒①
-36.2
43.62
600
-49.286
活②
-21.27
25.46
-28.908
地震左③
142.63
-44.43
155.959
地震右④
-142.63
44.43
-155.959
P+1.3×③
129.217
9.861
126.2587
P+1.3×④
-241.621
125.379
-279.2347
B3左
恒①
-36.81
-43.86
600
-23.652
活②
-22.08
-25.78
-14.346
地震左③
-124.47
-44.43
-111.141
地震右④
124.47
44.43
111.141
P+1.3×③
-219.231
-125.859
-181.4733
P+1.3×④
104.391
-10.341
107.4933
中跨
B3右
恒①
-5.17
12.14
600
-8.812
活②
-11.21
5.04
-12.722
地震左③
149.72
-124.77
187.151
地震右④
-149.7
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