横梁弯距调幅.docx

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