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毕业论文网 > 毕业论文 > 土木建筑类 > 土木工程 > 正文

镇江市某公司2号办公楼设计毕业论文

 2022-07-06 08:07  

论文总字数:51600字

附表-2 柱的内力组合

A柱内力组合

柱编号

Z-A6W

Z-A5W

截面

柱顶

柱底

柱顶

柱底

内力

弯矩、轴力及剪力

M

N

V

M

N

V

M

N

V

M

N

V

恒载

1

-70.73

-241.15

-31.75

53.11

-268.18

-31.75

-85.08

-594.09

-39.71

57.89

-619.04

-39.71

活载

2

-20.07

-51.84

-7.94

10.91

-51.84

-7.94

-15.64

-103.68

-7.19

10.26

-103.68

-7.19

左地震 荷载

3

63.02

-13.97

25.65

-37.01

-13.97

25.65

-92.90

44.83

-44.49

67.27

44.83

-44.49

右地震 荷载

4

-63.02

13.97

-25.65

37.01

13.97

-25.65

92.90

-44.83

44.49

-67.27

-44.83

44.49

左风载

5

11.65

-2.58

4.74

-6.83

-2.58

4.74

20.84

-9.11

9.98

-15.07

-9.11

9.98

右风载

6

-11.65

2.58

-4.74

6.83

2.58

-4.74

-20.84

9.11

-9.98

15.07

9.11

-9.98

不考虑地震的组合

1.2恒载 1.4活载

-112.97

-361.96

-49.22

79.01

-394.39

-49.22

-123.99

-858.06

-57.72

83.83

-888.00

-57.72

1.35恒载 0.7*1.4活载

-115.15

-376.36

-50.64

82.39

-412.85

-50.64

-130.19

-903.63

-60.65

88.21

-937.31

-60.65

1.2恒载 1.4右风

-100.47

-292.99

-44.74

73.29

-325.43

-44.74

-131.27

-725.66

-61.62

90.57

-755.60

-61.62

1.0恒载 1.4左风

-54.42

-237.54

-25.11

43.55

-264.57

-25.11

-55.90

-581.34

-25.74

36.79

-606.29

-25.74

1.2恒载 0.9×(1.4活 1.4右风)

-124.84

-365.57

-54.08

86.08

-390.39

-54.08

-148.06

-855.02

-69.28

101.38

-884.96

-69.29

1.0恒载 0.9×(1.4活 1.4左风)

-81.34

-303.22

-35.78

58.25

-330.25

-35.78

-78.53

-713.25

-36.19

51.83

-738.20

-36.19

考虑地震的组合

1.0重 1.3左震

-1.16

-248.91

-2.38

10.45

-275.94

-2.38

27.87

-587.65

14.53

-24.43

-612.60

14.53

1.2重 1.3右震

-178.84

-338.65

-76.21

118.39

-371.08

-76.21

-232.25

-833.40

-109.80

163.08

-863.34

-109.80

(1.0重 1.3左震)*0.75

-0.87

-186.68

-1.79

7.84

-206.96

-1.79

20.90

-440.74

10.90

-18.32

-459.45

10.90

(1.2重 1.3右震)*0.75

-134.13

-253.99

-57.16

88.79

-287.31

-57.16

-174.19

-625.05

-82.35

122.31

-647.51

-82.35

∑Mc=ηc∑Mb

Mc′左震 kN·m

43.16

25.52

68.02

-46.05

Mc′右震 kN·m

-146.47

100.09

-196.36

145.86

组合

︳Mmax︱V N

-146.47

-226.74

100.09

-251.07

-196.36

-537.63

145.86

-560.08

Nmax M V

-122.02

-186.68

80.01

-206.96

-160.25

-440.74

112.85

-459.45

Nmin M

-115.15

-376.36

82.39

-412.85

-130.19

-903.63

88.21

-937.31

附表-2-续1 柱的内力组合

A柱的内力组合

柱编号

Z-A4W

Z-A3W

截面

柱顶

柱底

柱顶

柱底

内力

弯矩、轴力及剪力

M

N

V

M

N

V

M

N

V

M

N

V

恒载

1

-78.90

-928.77

-37.74

56.96

-953.72

-37.74

-79.29

-1263.45

-37.91

57.18

-1288.40

-37.91

活载

2

-15.88

-155.52

-7.26

10.26

-155.52

-7.26

-15.88

-207.36

-7.27

10.30

-207.36

-7.27

左地震 荷载

3

118.79

-88.14

59.99

-97.19

-88.14

59.99

136.95

-143.67

71.78

-121.45

-143.67

71.78

右地震 荷载

4

-118.79

88.14

-59.99

97.19

88.14

-59.99

-136.95

143.67

-71.78

121.45

143.67

-71.78

左风载

5

29.15

-19.36

14.72

-23.85

-19.36

14.72

36.35

-33.58

19.04

-32.19

-33.58

19.04

右风载

6

-29.15

19.36

-14.72

23.85

19.36

-14.72

-36.35

33.58

-19.04

32.19

33.58

-19.04

不考虑地震的组合

1.2恒载 1.4活载

-116.91

-1332.25

-55.45

82.72

-1362.19

-55.45

-117.38

-1806.44

-55.67

83.04

-1836.38

-55.67

1.35恒载 0.7*1.4活载

-122.08

-1406.25

-58.06

86.95

-1439.93

-58.06

-122.60

-1908.87

-58.30

87.29

-1942.55

-58.30

1.2恒载 1.4右风

-135.49

-1141.63

-65.90

101.74

-1171.57

-65.90

-146.04

-1563.15

-72.15

113.68

-1593.09

-72.15

1.0恒载 1.4左风

-38.09

-901.67

-17.13

23.57

-926.62

-17.13

-22.46

-1216.44

-11.25

12.11

-1241.39

-11.25

1.2恒载 0.9×(1.4活 1.4右风)

-151.42

-1334.87

-72.98

111.33

-1364.81

-72.98

-160.96

-1819.72

-78.64

122.15

-1849.66

-78.64

1.0恒载 0.9×(1.4活 1.4左风)

-62.18

-1100.33

-28.34

39.84

-1125.28

-28.34

-53.50

-1482.41

-23.08

29.60

-1507.36

-23.08

考虑地震的组合

1.0重 1.3左震

67.59

-891.95

36.62

-64.26

-916.90

36.62

90.81

-1180.36

51.77

-95.56

-1205.31

51.77

1.2重 1.3右震

-258.64

-1322.42

-127.63

200.86

-1352.36

-127.63

-282.71

-1827.33

-143.17

232.68

-1857.27

-143.17

(1.0重 1.3左震)*0.75

50.69

-668.96

27.47

-48.20

-687.68

27.47

68.11

-885.27

38.83

-71.67

-903.98

38.83

(1.2重 1.3右震)*0.75

-193.98

-991.82

-95.72

150.65

-1014.27

-95.72

-212.03

-1370.50

-107.38

174.51

-1392.95

-107.38

∑Mc=ηc∑Mb

Mc′左震 kN·m

127.42

-100.57

142.11

-139.19

Mc′右震 kN·m

-231.32

185.00

-260.38

218.23

组合

︳Mmax︱V N

-231.32

-819.69

185.00

-842.40

-260.38

-1090.34

218.33

-1112.79

Nmax M V

-180.95

-668.96

141.33

-687.68

-198.95

-885.27

165.16

-903.98

Nmin M

-122.08

-1406.25

86.95

-1439.93

-122.60

-1908.87

87.29

-1942.55

附表-2-续2 柱的内力组合

A柱的内力组合

柱编号

Z-A2W

Z-A1W

截面

柱顶

柱底

柱顶

柱底

内力

弯矩、轴力及剪力

M

N

V

M

N

V

M

N

V

M

N

V

恒载

1

-78.79

-1598.13

-39.16

62.19

-1623.08

-39.16

-61.53

-1932.81

-21.98

30.77

-1961.92

-21.98

活载

2

-15.79

-259.20

-7.49

11.19

-259.20

-7.49

-12.72

-311.04

-4.54

6.36

-311.04

-4.54

左地震 荷载

3

-146.98

-207.87

81.66

-146.98

-207.87

81.66

161.72

-279.66

93.91

-231.72

-279.66

93.91

右地震 荷载

4

146.98

207.87

-81.66

146.98

207.87

-81.66

-161.72

279.66

-93.91

231.72

279.66

-93.91

左风载

5

42.12

-51.20

23.40

-42.12

-51.20

23.40

52.76

-73.11

30.65

-75.99

-73.11

30.65

右风载

6

-42.12

51.20

-23.40

42.12

51.20

-23.40

-52.76

73.11

-30.65

75.99

73.11

-30.65

不考虑地震的组合

1.2恒载 1.4活载

-116.65

-2280.64

-57.48

90.29

-2310.58

-57.48

-91.64

-2754.83

-32.73

45.83

-2789.76

-32.73

1.35恒载 0.7*1.4活载

-121.84

-2411.49

-60.21

94.92

-2445.17

-60.21

-95.53

-2914.11

-34.12

47.77

-2953.41

-34.12

1.2恒载 1.4右风

-153.52

-1989.44

-79.75

133.60

-2019.38

-79.75

-147.70

-2421.73

-69.29

143.31

-2456.66

-69.29

1.0恒载 1.4左风

-19.82

-1526.45

-6.40

3.22

-1551.40

-6.40

12.33

-1830.46

20.93

-75.62

-1859.57

20.93

1.2恒载 0.9×(1.4活 1.4右风)

-167.51

-2308.86

-85.91

141.80

-2338.80

-78.08

-156.34

-2803.40

-70.72

140.69

-2839.33

-70.72

1.0恒载 0.9×(1.4活 1.4左风)

-45.61

-1860.21

-19.11

23.22

-1885.16

-19.11

-11.08

-2232.60

10.92

-56.96

-2261.71

10.92

考虑地震的组合

1.0重 1.3左震

104.39

-1457.50

63.25

-123.29

-1482.45

63.25

142.35

-1724.77

97.84

-268.59

-1753.88

97.84

1.2重 1.3右震

-295.10

-2343.51

-157.64

272.42

-2373.45

-157.64

-291.70

-2869.55

-151.18

343.28

-2904.49

-151.18

(1.0重 1.3左震)*0.75

78.29

-1093.13

43.44

-92.47

-1111.84

47.44

106.76

-1293.58

73.38

-201.44

-1315.41

73.38

(1.2重 1.3右震)*0.75

-221.33

-1757.63

-118.23

204.32

-1780.09

-118.23

-218.78

-2152.16

-113.39

257.46

-2178.37

-113.39

∑Mc=ηc∑Mb

Mc′左震 kN·m

152.05

-167.29

193.14

-222.11

Mc′右震 kN·m

-276.77

260.12

-278.53

320.31

组合

︳Mmax︱V N

-276.77

-1352.28

260.12

-1374.74

-278.53

-1606.83

320.31

-1633.03

Nmax M V

-208.32

-1093.13

194.14

-1111.84

-208.59

-1293.58

252.36

-1315.41

Nmin M

-121.84

-2411.49

94.92

-2445.17

-95.53

-2914.11

47.77

-2953.41

附表-2-续3 柱的内力组合

B柱内力组合

柱编号

Z-B6W

Z-B5W

截面

柱顶

柱底

柱顶

柱底

内力

弯矩、轴力及剪力

M

N

V

M

N

V

M

N

V

M

N

V

恒载

1

59.43

-243.99

26.28

-43.07

-271.02

26.28

77.13

-622.51

34.76

-48.02

-647.46

34.76

活载

2

15.26

-69.12

6.32

-9.39

-69.12

6.32

12.74

-138.24

6.14

-9.37

-138.24

6.14

左地震 荷载

3

78.52

-20.19

36.61

-64.25

-20.19

36.61

128.75

-13.29

65.03

-105.34

-73.29

65.03

右地震 荷载

4

-78.52

20.19

-36.61

64.25

20.19

-36.61

-128.75

13.29

-65.03

105.34

73.29

-65.03

左风载

5

14.50

-3.73

6.77

-11.90

-3.73

6.77

28.65

-14.84

14.47

-23.44

-14.84

14.47

右风载

6

-14.50

3.73

-6.77

11.90

3.73

-6.77

-28.65

14.84

-14.47

23.44

14.84

-14.47

不考虑地震的组合

1.2恒载 1.4活载

92.68

-389.56

40.38

-64.83

-421.99

40.38

110.39

-940.55

50.31

-70.74

-970.49

50.31

1.35恒载 0.7*1.4活载

95.19

-397.12

41.67

-67.35

-433.61

41.67

116.61

-975.86

52.94

-74.01

-1009.55

52.94

1.2恒载 1.4左风

91.62

-298.01

41.01

-68.34

-330.45

41.01

132.67

-767.79

61.97

-90.44

-797.73

61.97

1.0恒载 1.4右风

39.13

-238.77

16.80

-26.41

-265.80

16.80

37.02

-601.73

14.50

-15.20

-626.68

14.50

1.2恒载 0.9×(1.4活 1.4左风)

112.98

-384.58

48.03

-78.51

-417.02

48.03

144.71

-939.89

67.68

-98.96

-969.83

67.68

1.0恒载 0.9×(1.4活 1.4右风)

60.39

-326.38

25.71

-39.91

-353.41

25.71

57.08

-777.99

24.26

-30.29

-802.94

24.26

考虑地震的组合

1.2重 1.3左震

182.55

-360.51

82.92

-140.84

-392.94

82.92

267.58

-925.23

129.94

-200.19

-955.17

129.94

1.0重 1.3右震

-35.02

-252.30

-18.15

35.76

-279.33

-18.15

-83.88

-596.35

-46.71

84.24

-621.30

-46.71

(1.2重 1.3左震)*0.75

136.91

-270.38

62.19

-105.63

-294.71

62.19

200.68

-693.92

97.45

-150.14

-716.38

97.45

(1.0重 1.3右震)*0.75

-26.26

-189.23

-13.61

26.82

-209.50

-13.61

-62.91

-447.26

-35.03

63.18

-465.98

-35.03

∑Mc=ηc∑Mb

Mc′左震 kN·m

-39.34

 

 

41.66

 

 

-97.72

 

 

157.11

 

 

Mc′右震 kN·m

219.46

 

 

-151.70

 

 

288.22

 

 

-324.04

 

 

组合

︳Mmax︱V N

219.46

-270.38

 

-151.70

-294.92

 

288.22

-693.92

 

-324.04

-716.38

 

Nmax M V

-26.27

-189.23

 

26.82

-209.50

 

-62.91

-447.26

 

63.18

-465.98

 

Nmin M

95.19

-397.12

 

67.35

-433.61

 

116.61

-975.86

 

-74.01

-1009.55

 

附表-2-续4 柱的内力组合

B柱的内力组合

柱编号

Z-B4W

Z-B3W

截面

柱顶

柱底

柱顶

柱底

内力

弯矩、轴力及剪力

M

N

V

M

N

V

M

N

V

M

N

V

恒载

1

72.36

-982.76

33.27

-47.41

-1007.71

33.27

72.53

-1343.01

33.36

-47.58

-1367.96

33.36

活载

2

12.70

-207.36

6.12

-9.34

-207.36

6.12

12.71

-276.48

6.13

-9.37

-276.48

6.13

左地震 荷载

3

157.83

-144.46

87.68

-157.83

-144.46

87.68

188.83

-239.73

104.91

-188.83

-239.73

104.91

右地震 荷载

4

-157.83

144.46

-87.68

157.83

144.46

-87.68

-188.83

239.73

-104.91

188.83

239.73

-104.91

左风载

5

38.45

-33.78

21.36

-38.45

-33.78

21.36

49.75

-57.93

27.64

-49.75

-57.93

27.64

右风载

6

-38.45

33.78

-21.36

38.45

33.78

-21.36

-49.75

57.93

-27.64

49.75

57.93

-27.64

不考虑地震的组合

1.2恒载 1.4活载

104.61

-1469.62

48.49

-69.97

-1499.56

48.49

104.83

-1998.68

48.61

-70.21

-2028.62

48.61

1.35恒载 0.7*1.4活载

110.13

-1529.94

50.91

-73.16

-1563.62

50.91

110.37

-2084.01

51.04

-73.42

-2117.70

51.04

1.2恒载 1.4左风

140.66

-1226.60

69.83

-110.72

-1256.54

69.83

156.69

-1692.71

78.73

-126.75

-1722.65

78.73

1.0恒载 1.4右风

18.53

-935.47

3.37

-6.42

-960.42

3.37

2.88

-1261.91

5.34

-22.07

-1286.86

5.34

1.2恒载 0.9×(1.4活 1.4左风)

151.28

-1483.15

74.55

-117.11

-1513.09

74.55

165.74

-2032.97

82.58

-131.59

-2062.91

82.58

1.0恒载 0.9×(1.4活 1.4右风)

39.92

-1201.47

14.07

-10.73

-1226.42

14.07

25.86

-1618.38

6.26

3.30

-1643.33

6.26

考虑地震的组合

1.2重 1.3左震

299.63

-1491.53

157.58

-267.68

-1521.47

157.58

336.33

-2089.15

180.09

-308.20

-2119.09

180.09

1.0重 1.3右震

-126.47

-898.64

-77.65

153.10

-923.59

-77.65

-166.59

-1169.60

-99.96

193.21

-1194.55

-99.96

(1.2重 1.3左震)*0.75

224.72

-1118.64

118.19

-200.76

-1141.10

118.19

252.25

-1566.86

135.07

-231.15

-1589.32

135.07

(1.0重 1.3右震)*0.75

-94.85

-673.98

-58.24

114.82

-692.69

-58.24

-124.95

-877.20

-74.97

144.91

-895.91

-74.97

∑Mc=ηc∑Mb

Mc′左震 kN·m

-87.11

 

 

174.47

 

 

-189.84

 

 

218.00

 

 

Mc′右震 kN·m

210.35

 

 

-312.93

 

 

340.49

 

 

-302.68

 

 

组合

︳Mmax︱V N

210.35

-1118.65

 

-312.93

-1141.10

 

340.49

-1566.86

 

-302.68

-2031.58

 

Nmax M V

-94.85

-673.98

 

114.83

-692.69

 

-124.94

-877.20

 

144.91

-1063.92

 

Nmin M

110.13

-1529.94

 

-73.16

-1563.62

 

110.13

-2084.01

 

-73.42

-2117.70

 

附表-2-续5 柱的内力组合

B柱的内力组合

柱编号

Z-B2W

Z-B1W

截面

柱顶

柱底

柱顶

柱底

内力

弯矩、轴力及剪力

M

N

V

M

N

V

M

N

V

M

N

V

恒载

1

71.87

-1703.26

33.55

-48.92

-1728.21

33.55

58.31

-2063.51

20.83

-29.16

-2092.63

20.83

活载

2

12.57

-345.60

5.69

-7.90

-345.60

5.69

8.20

-414.72

2.93

-4.10

-414.72

2.93

左地震 荷载

3

216.66

-351.92

120.37

216.66

-351.92

120.37

218.86

-469.58

115.80

-267.49

-469.58

115.80

右地震 荷载

4

-216.66

351.92

-120.37

-216.66

351.92

-120.37

-218.86

469.58

-115.80

267.49

469.58

-115.80

左风载

5

60.12

-88.10

33.40

-60.12

88.10

33.40

71.37

-123.39

38.30

-89.49

-123.39

38.30

右风载

6

-60.12

88.10

-33.40

60.12

-88.10

-33.40

-71.37

123.39

-38.30

89.49

123.39

-38.30

不考虑地震的组合

1.2恒载 1.4活载

103.84

-2527.75

48.23

-69.76

-2557.69

48.23

81.45

-3056.82

29.10

-40.73

-3091.76

29.10

1.35恒载 0.7*1.4活载

109.34

-2638.09

50.87

-73.78

-2671.77

50.87

86.75

-3192.16

30.99

-43.38

-3231.48

30.99

1.2恒载 1.4左风

170.41

-2167.25

87.02

-142.87

-2197.19

87.02

169.89

-2648.96

78.62

-160.28

-2683.89

78.62

1.0恒载 1.4右风

12.30

-1579.92

13.21

-35.25

-1604.87

13.21

41.61

-1890.76

32.79

-96.13

-1920.87

32.79

1.2恒载 0.9×(1.4活 1.4左风)

177.83

-2590.37

89.51

-144.41

-2620.31

89.51

170.23

-3154.23

76.95

-152.92

-3189.16

76.95

1.0恒载 0.9×(1.4活 1.4右风)

11.96

-2027.71

-1.36

16.88

-2274.67

-1.36

-21.28

-2430.59

-23.74

78.43

-2459.71

-23.74

考虑地震的组合

1.2重 1.3左震

375.44

-2708.77

200.16

-345.10

-2562.87

200.16

359.41

-3335.50

177.29

-385.19

-3370.44

177.29

1.0重 1.3右震

-203.50

-1418.56

-120.09

-228.79

-1619.35

-120.09

-222.11

-1660.42

-128.25

316.53

-1689.54

-128.25

(1.2重 1.3左震)*0.75

281.58

-2031.58

150.12

-258.83

-1922.15

150.12

269.56

-2501.62

132.97

-288.89

-2527.83

132.97

(1.0重 1.3右震)*0.75

-152.63

-1063.92

-90.06

-171.59

-1214.51

-90.06

-166.58

-1245.31

-96.18

237.40

-1267.15

-96.18

∑Mc=ηc∑Mb

Mc′左震 kN·m

-229.61

 

 

246.02

 

 

-238.83

 

 

274.65

 

 

Mc′右震 kN·m

368.72

 

 

-386.16

 

 

402.16

 

 

462.48

 

 

组合

︳Mmax︱V N

368.72

-2031.58

 

-386.16

-1922.15

 

402.16

-2501.63

 

-462.48

-2527.83

 

Nmax M V

-152.63

-1063.92

 

171.59

-1214.51

 

-166.38

-1245.32

 

237.40

-1267.15

 

Nmin M

103.84

-2527.75

 

-69.76

-2557.69

 

81.45

-3056.82

 

-43.38

-3231.46

 

附表-2-续6 柱的内力组合

C柱内力组合

柱编号

Z-C6W

Z-C5W

截面

柱顶

柱底

柱顶

柱底

内力

弯矩、轴力及剪力

M

N

V

M

N

V

M

N

V

M

N

V

恒载

1

-59.43

-243.99

-26.28

43.07

-271.02

-26.28

-77.13

-622.51

-34.76

48.02

-647.46

-34.76

活载

2

-15.26

-69.12

-6.32

9.39

-69.12

-6.32

-12.74

-138.24

-6.14

9.37

-138.24

-6.14

左地震 荷载

3

78.52

20.19

36.61

-64.25

20.19

36.61

128.75

13.29

65.03

-105.34

73.29

65.03

右地震 荷载

4

-78.52

-20.19

-36.61

64.25

-20.19

-36.61

-128.75

-13.29

-65.03

105.34

-73.29

-65.03

左风载

5

14.50

3.73

6.77

-11.90

3.73

6.77

28.65

14.84

14.47

-23.44

14.84

14.47

右风载

6

-14.50

-3.73

-6.77

11.90

-3.73

-6.77

-28.65

-14.84

-14.47

23.44

-14.84

-14.47

不考虑地震的组合

1.2恒载 1.4活载

-92.68

-389.56

-40.38

64.83

-421.99

-40.38

-110.39

-940.55

-50.31

70.74

-970.49

-50.31

1.35恒载 0.7*1.4活载

-95.19

-397.12

-41.67

67.35

-433.61

-41.67

-116.61

-975.86

-52.94

74.01

-1009.55

-52.94

1.2恒载 1.4左风

-91.62

-298.01

-41.01

68.34

-330.45

-41.01

-132.67

-767.79

-61.97

90.44

-797.73

-61.97

1.0恒载 1.4右风

-39.13

-238.77

-16.80

26.41

-265.80

-16.80

-37.02

-601.73

-14.50

15.20

-626.68

-14.50

1.2恒载 0.9×(1.4活 1.4左风)

-112.98

-384.58

-48.03

78.51

-417.02

-48.03

-144.71

-939.89

-67.68

98.96

-969.83

-67.68

1.0恒载 0.9×(1.4活 1.4右风)

-60.39

-326.38

-25.71

48.52

-353.41

-25.71

-57.08

-777.99

-24.26

30.29

-802.94

-24.26

考虑地震的组合

1.0重 1.3左震

35.02

-252.30

18.15

-35.76

-279.33

18.15

83.88

-596.35

46.71

-84.24

-621.30

46.71

1.2重 1.3右震

-182.55

-360.51

-82.92

140.84

-392.94

-82.92

-267.58

-925.23

-129.94

200.19

-955.17

-129.94

(1.0重 1.3左震)*0.75

26.26

-189.23

13.61

-26.82

-209.50

13.61

62.91

-447.26

35.03

-63.18

-465.98

35.03

(1.2重 1.3右震)*0.75

-136.91

-270.38

-62.19

105.63

-294.71

-62.19

-200.68

-693.92

-97.45

150.14

-716.38

-97.45

∑Mc=ηc∑Mb

Mc′左震 kN·m

39.34

 

 

-41.66

 

 

97.72

 

 

-157.11

 

 

Mc′右震 kN·m

-219.46

 

 

151.70

 

 

-288.22

 

 

324.04

 

 

组合

︳Mmax︱V N

-219.46

-270.38

 

151.70

-294.92

 

-288.22

-693.92

 

324.04

-716.38

 

Nmax M V

26.27

-189.23

 

-26.82

-209.50

 

62.91

-447.26

 

-63.18

-465.98

 

Nmin M

-95.19

-397.12

 

-67.35

-433.61

 

-116.61

-975.86

 

74.01

-1009.55

 

附表-2-续7 柱的内力组合

C柱的内力组合

柱编号

Z-C4W

Z-C3W

截面

柱顶

柱底

柱顶

柱底

内力

弯矩、轴力及剪力

M

N

V

M

N

V

M

N

V

M

N

V

恒载

1

-72.36

-982.76

-33.27

47.41

-1007.71

-33.27

-72.53

-1343.01

-33.36

47.58

-1367.96

-33.36

活载

2

-12.70

-207.36

-6.12

9.34

-207.36

-6.12

12.71

-276.48

-6.13

9.37

-276.48

-6.13

左地震 荷载

3

157.83

144.46

87.68

-157.83

144.46

87.68

188.83

239.73

104.91

-188.83

239.73

104.91

右地震 荷载

4

-157.83

-144.46

-87.68

157.83

-144.46

-87.68

-188.83

-239.73

-104.91

188.83

-239.73

-104.91

左风载

5

38.45

33.78

21.36

-38.45

33.78

21.36

49.75

57.93

27.64

-49.75

57.93

27.64

右风载

6

-38.45

-33.78

-21.36

38.45

-33.78

-21.36

-49.75

-57.93

-27.64

49.75

-57.93

-27.64

不考虑地震的组合

1.2恒载 1.4活载

-104.61

-1469.62

-48.49

69.97

-1499.56

-48.49

-69.24

-1998.68

-48.61

70.21

-2028.62

-48.61

1.35恒载 0.7*1.4活载

-110.13

-1529.94

-50.91

73.16

-1563.62

-50.91

-85.46

-2084.01

-51.04

73.42

-2117.70

-51.04

1.2恒载 1.4左风

-140.66

-1226.60

-69.83

110.72

-1256.54

-69.83

-156.69

-1692.71

-78.73

126.75

-1722.65

-78.73

1.0恒载 1.4右风

-18.53

-935.47

-3.37

-6.42

-960.42

-3.37

-2.88

-1261.91

5.34

-22.07

-1286.86

5.34

1.2恒载 0.9×(1.4活 1.4左风)

-151.28

-1483.15

-74.55

117.11

-1513.09

-74.55

-165.74

-2032.97

-82.58

131.59

-2062.91

-82.58

1.0恒载 0.9×(1.4活 1.4右风)

-39.92

-1147.47

-14.07

10.73

-1226.42

-14.07

-25.86

-1618.38

-6.26

-3.30

-1643.33

-6.26

考虑地震的组合

1.0重 1.3左震

126.47

-898.64

77.65

-153.10

-923.59

77.65

166.59

-1169.60

99.96

-193.21

-1194.55

99.96

1.2重 1.3右震

-299.63

-1491.53

-157.58

267.68

-1521.47

-157.58

-336.33

-2089.15

-180.09

308.20

-2119.09

-180.09

(1.0重 1.3左震)*0.75

94.85

-673.98

58.24

-114.82

-692.69

58.24

124.94

-877.20

74.97

-144.91

-895.91

74.97

(1.2重 1.3右震)*0.75

-224.72

-1118.64

-118.19

200.76

-1141.10

-118.19

-252.25

-1566.86

-135.07

231.15

-1589.32

-135.07

∑Mc=ηc∑Mb

Mc′左震 kN·m

87.11

 

 

-174.47

 

 

189.84

 

 

-218.00

 

 

Mc′右震 kN·m

-210.35

 

 

312.93

 

 

-340.49

 

 

302.68

 

 

组合

︳Mmax︱V N

-210.35

-1118.65

 

312.93

-1141.10

 

-340.49

-1566.86

 

302.68

-2031.58

 

Nmax M V

94.85

-673.98

 

-114.83

-692.69

 

124.94

-877.20

 

-144.91

-1063.92

 

Nmin M

-110.13

-1529.94

 

73.16

-1563.62

 

-110.13

-2084.01

 

73.42

-2117.70

 

附表-2-续8 柱的内力组合

C柱的内力组合

柱编号

Z-C2W

Z-C1W

截面

柱顶

柱底

柱顶

柱底

内力

弯矩、轴力及剪力

M

N

V

M

N

V

M

N

V

M

N

V

恒载

1

-71.87

-1703.26

-33.55

48.92

-1728.21

-33.55

-58.31

-2063.51

-20.83

29.16

-2092.63

-20.83

活载

2

-12.57

-345.60

-5.69

7.90

-345.60

-5.69

-8.20

-414.72

-2.93

4.10

-414.72

-2.93

左地震 荷载

3

216.66

351.92

120.37

-216.66

351.92

120.37

218.86

469.58

115.80

-267.49

469.58

115.80

右地震 荷载

4

-216.66

-351.92

-120.37

216.66

-351.92

-120.37

-218.86

-469.58

-115.80

267.49

-469.58

-115.8

左风载

5

60.12

88.10

33.40

-60.12

88.10

33.40

71.37

123.39

38.30

-89.49

123.39

38.30

右风载

6

-60.12

-88.10

-33.40

60.12

-88.10

-33.40

-71.37

-123.39

-38.30

89.49

-123.39

-38.30

不考虑地震的组合

1.2恒载 1.4活载

-103.84

-2527.75

-48.23

69.76

-2557.69

-48.23

-81.45

-3056.82

-29.10

40.73

-3091.76

-29.10

1.35恒载 0.7*1.4活载

-109.34

-2638.09

-50.87

73.78

-2671.77

-50.87

-86.75

-3192.16

-30.99

43.38

-3231.48

-30.99

1.2恒载 1.4左风

-170.41

-2167.25

-87.02

142.87

-2197.19

87.02

-169.89

-2648.96

-78.62

160.28

-2683.89

-78.62

1.0恒载 1.4右风

12.30

-1579.92

13.21

-35.25

-1604.87

13.21

41.61

-1890.76

32.79

-96.13

-1920.87

32.79

1.2恒载 0.9×(1.4活 1.4左风)

-177.83

-2590.37

-89.51

144.41

-2620.31

-89.51

-170.23

-3154.23

-76.95

152.92

-3189.16

-76.95

1.0恒载 0.9×(1.4活 1.4右风)

-11.96

-2027.71

1.36

-16.88

-2052.66

1.36

21.28

-2430.59

23.74

-78.43

-2459.71

23.74

考虑地震的组合

1.0重 1.3左震

203.50

-1418.56

120.09

-228.79

-1619.35

120.09

222.11

-1660.42

128.25

-316.53

-1689.54

128.25

1.2重 1.3右震

-375.44

-2708.77

-200.16

345.10

-2562.87

-200.16

-359.41

-3335.50

-177.29

385.19

-3370.44

-177.29

(1.0重 1.3左震)*0.75

152.63

-1063.92

90.06

-171.59

-1214.51

90.06

166.58

-1245.31

96.18

-237.40

-1267.15

96.18

(1.2重 1.3右震)*0.75

-281.58

-2031.58

-150.12

258.83

-1922.15

-150.12

-269.56

-2501.62

-132.97

288.89

-2527.83

-132.97

∑Mc=ηc∑Mb

Mc′左震 kN·m

229.61

 

 

-246.02

 

 

238.83

 

 

-274.65

 

 

Mc′右震 kN·m

-368.72

 

 

386.16

 

 

-402.16

 

 

462.48

 

 

组合

︳Mmax︱V N

-368.72

-2031.58

 

386.16

-1922.15

 

-402.16

-2501.63

 

462.48

-2527.83

 

Nmax M V

152.63

-1063.92

 

-171.59

-1214.51

 

166.38

-1245.32

 

237.40

-1267.15

 

Nmin M

-103.84

-2527.75

 

69.76

-2557.69

 

-81.45

-3056.82

 

-43.38

-3231.46

 

附表-2-续9 柱的内力组合

D柱内力组合

柱编号

Z-D6W

Z-D5W

截面

柱顶

柱底

柱顶

柱底

内力

弯矩、轴力及剪力

M

N

V

M

N

V

M

N

V

M

N

V

恒载

1

70.73

-241.15

31.75

-53.11

-268.18

31.75

85.08

-594.09

39.71

-57.89

-619.04

39.71

活载

2

20.07

-51.84

7.94

-10.91

-51.84

7.94

15.64

-103.68

7.19

-10.26

-103.68

7.19

左地震 荷载

3

63.02

13.97

25.65

-37.01

13.97

25.65

92.90

44.83

44.49

-67.27

44.83

44.49

右地震 荷载

4

-63.02

-13.97

-25.65

37.01

-13.97

-25.65

-92.90

-44.83

-44.49

67.27

-44.83

-44.49

左风载

5

11.65

2.58

4.74

-6.83

2.58

4.74

20.84

9.11

9.98

-15.07

9.11

9.98

右风载

6

-11.65

-2.58

-4.74

6.83

-2.58

-4.74

-20.84

-9.11

-9.98

15.07

-9.11

-9.98

不考虑地震的组合

1.2恒载 1.4活载

112.97

-361.96

49.22

-79.01

-394.39

49.22

123.99

-858.06

57.72

-83.83

-888.00

57.72

1.35恒载 0.7*1.4活载

115.15

-376.36

50.64

-82.39

-412.85

50.64

130.19

-903.63

60.65

-88.21

-937.31

60.65

1.2恒载 1.4左风

100.47

-292.99

44.74

-73.29

-325.43

44.74

131.27

-725.66

61.62

-90.57

-755.60

61.62

1.0恒载 1.4右风

54.42

-237.54

25.11

-43.55

-264.57

25.11

55.90

-581.34

25.74

-36.79

-606.29

25.74

1.2恒载 0.9×(1.4活 1.4左风)

124.84

-365.57

54.08

-86.08

-390.39

54.08

148.06

-855.02

69.28

-101.38

-884.96

69.29

1.0恒载 0.9×(1.4活 1.4右风)

81.34

-303.22

35.78

-58.25

-330.25

35.78

78.53

-713.25

36.19

-51.83

-738.20

36.19

考虑地震的组合

1.0重 1.3左震

-1.16

-248.91

2.38

-10.45

-275.94

2.38

-27.87

-587.65

-14.53

24.43

-612.60

-14.53

1.2重 1.3右震

178.84

-338.65

76.21

-118.39

-371.08

76.21

232.25

-833.40

109.80

-163.08

-863.34

109.80

(1.0重 1.3左震)*0.75

-0.87

-186.68

1.78

-7.84

-206.96

1.78

-20.90

-440.74

-10.90

18.32

-459.45

-10.90

(1.2重 1.3右震)*0.75

134.13

-253.99

57.16

-88.79

-278.31

57.16

174.19

-625.05

82.35

-122.31

-647.51

82.35

∑Mc=ηc∑Mb

Mc′左震 kN·m

-43.16

 

 

25.52

 

 

-68.02

 

 

46.05

 

 

Mc′右震 kN·m

146.47

 

 

-100.09

 

 

196.36

 

 

-145.86

 

 

组合

︳Mmax︱V N

146.47

-226.74

 

-100.09

-251.07

 

196.36

-537.63

 

-145.86

-560.08

 

Nmax M V

122.02

-186.68

 

-80.01

-206.96

 

160.25

-440.74

 

-112.85

-459.45

 

Nmin M

115.15

-376.36

 

-82.39

-412.85

 

130.19

-903.63

 

-88.21

-937.31

 

附表-2-续10 柱的内力组合

D柱的内力组合

柱编号

Z-D4W

Z-D3W

截面

柱顶

柱底

柱顶

柱底

内力

弯矩、轴力及剪力

M

N

V

M

N

V

M

N

V

M

N

V

恒载

1

78.90

-928.77

37.74

-56.96

-953.72

37.74

79.29

-1263.45

37.91

-57.18

-1288.40

37.91

活载

2

15.88

-155.52

7.26

-10.26

-155.52

7.26

15.88

-207.36

7.27

-10.30

-207.36

7.27

左地震 荷载

3

118.79

88.14

59.99

-97.19

88.14

59.99

136.95

143.67

71.78

-121.45

143.67

71.78

右地震 荷载

4

-118.79

-88.14

-59.99

97.19

-88.14

-59.99

-136.95

-143.67

-71.78

121.45

-143.67

-71.78

左风载

5

29.15

19.36

14.72

-23.85

19.36

14.72

36.35

33.58

19.04

-32.19

33.58

19.04

右风载

6

-29.15

-19.36

-14.72

23.85

-19.36

-14.72

-36.35

-33.58

-19.04

32.19

-33.58

-19.04

不考虑地震的组合

1.2恒载 1.4活载

116.91

-1332.25

55.45

-82.72

-1362.19

55.45

117.38

-1806.44

55.67

-83.04

-1836.38

55.67

1.35恒载 0.7*1.4活载

122.08

-1406.25

58.06

-86.95

-1439.93

58.06

122.60

-1908.87

58.30

-87.29

-1942.55

58.30

1.2恒载 1.4左风

135.49

-1141.63

65.90

-101.74

-1171.57

65.90

146.04

-1563.15

72.15

-113.68

-1593.09

72.15

1.0恒载 1.4右风

38.09

-901.67

17.13

-23.57

-926.62

17.13

22.46

-1216.44

11.25

-12.11

-1241.39

11.25

1.2恒载 0.9×(1.4活 1.4左风)

151.42

-1334.87

72.98

-111.33

-1364.81

72.98

160.96

-1819.72

78.64

-122.15

-1849.66

78.64

1.0恒载 0.9×(1.4活 1.4右风)

62.18

-1100.33

28.34

-39.84

-1125.28

28.34

53.50

-1482.41

23.08

-29.60

-1507.36

23.08

考虑地震的组合

1.0重 1.3左震

-67.59

-891.95

-36.62

64.26

-916.90

-36.62

-90.81

-1180.36

-51.77

95.56

-1205.31

-51.77

1.2重 1.3右震

258.64

-1322.42

127.63

-200.86

-1352.36

127.63

282.71

-1827.33

143.17

-232.68

-1857.27

143.17

(1.0重 1.3左震)*0.75

-50.69

-668.96

-27.46

48.19

-687.68

-27.46

-68.10

-885.27

-38.83

71.67

-903.98

-38.83

(1.2重 1.3右震)*0.75

193.98

-991.82

95.72

-150.65

-1014.27

95.72

212.03

-1370.50

107.38

-174.51

-1392.95

107.38

∑Mc=ηc∑Mb

Mc′左震 kN·m

-127.42

 

 

100.57

 

 

-142.11

 

 

139.19

 

 

Mc′右震 kN·m

231.32

 

 

-185.00

 

 

260.38

 

 

-218.23

 

 

组合

︳Mmax︱V N

231.32

-819.69

 

-185.00

-842.40

 

260.38

-1090.34

 

-218.33

-1112.79

 

Nmax M V

180.95

-668.96

 

-141.33

-687.68

 

198.95

-885.27

 

-165.16

-903.98

 

Nmin M

122.08

-1406.25

 

-86.95

-1439.93

 

122.60

-1908.87

 

-87.29

-1942.55

 

附表-2-续11 柱的内力组合

D柱的内力组合

柱编号

Z-D2W

Z-D1W

截面

柱顶

柱底

柱顶

柱底

内力

弯矩、轴力及剪力

M

N

V

M

N

V

M

N

V

M

N

V

恒载

1

78.79

-1598.13

39.16

-62.19

-1623.08

39.16

61.53

-1932.81

21.98

-30.77

-1961.92

21.98

活载

2

15.79

-259.20

7.49

-11.19

-259.20

7.49

12.72

-311.04

4.54

-6.36

-311.04

4.54

左地震 荷载

3

146.98

207.87

81.66

-146.98

207.87

81.66

161.72

279.66

93.91

-231.72

279.66

93.91

右地震 荷载

4

-146.98

-207.87

-81.66

146.98

-207.87

-81.66

-161.72

-279.66

-93.91

231.72

-279.66

-93.91

左风载

5

42.12

51.20

23.40

-42.12

51.20

23.40

52.76

73.11

30.65

-75.99

73.11

30.65

右风载

6

-42.12

-51.20

-23.40

42.12

-51.20

-23.40

-52.76

-73.11

-30.65

75.99

-73.11

-30.65

不考虑地震的组合

1.2恒载 1.4活载

116.65

-2280.64

57.48

-90.29

-2310.58

57.48

91.64

-2754.83

32.73

-45.83

-2789.76

32.73

1.35恒载 0.7*1.4活载

121.84

-2411.49

60.21

-94.92

-2445.17

60.21

95.53

-2914.11

34.12

-47.77

-2953.41

34.12

1.2恒载 1.4左风

153.52

-1989.44

79.75

-133.60

-2019.38

79.75

147.70

-2421.73

69.29

-143.31

-2456.66

69.29

1.0恒载 1.4右风

19.82

-1526.45

6.40

-3.22

-1551.40

6.40

12.33

-1830.46

20.93

-75.62

-1859.57

20.93

1.2恒载 0.9×(1.4活 1.4左风)

167.51

-2308.86

85.91

-141.80

-2338.80

78.08

156.34

-2803.40

70.72

-140.69

-2839.33

70.72

1.0恒载 0.9×(1.4活 1.4右风)

45.61

-1860.21

19.11

-23.22

-1885.16

19.11

11.08

-2232.60

10.92

-56.96

-2261.71

10.92

考虑地震的组合

1.0重 1.3左震

-104.39

-1457.50

-63.25

123.29

-1482.45

-63.25

-142.35

-1724.77

-97.83

268.59

-1753.88

-97.83

1.2重 1.3右震

295.10

-2343.51

157.64

-272.42

-2373.45

157.64

291.70

-2869.55

151.18

-343.28

-2904.49

151.18

(1.0重 1.3左震)*0.75

-78.29

-1093.13

-47.44

92.47

-1111.84

-47.44

-106.76

-1293.58

-73.37

201.44

-1315.41

-73.37

(1.2重 1.3右震)*0.75

221.33

-1757.63

118.23

-204.32

-1780.09

118.23

218.78

-2152.16

113.39

-257.46

-2178.37

113.39

∑Mc=ηc∑Mb

Mc′左震 kN·m

-152.05

 

 

167.29

 

 

-193.14

 

 

222.11

 

 

Mc′右震 kN·m

276.77

 

 

-260.12

 

 

278.53

 

 

-320.31

 

 

组合

︳Mmax︱V N

276.77

-1352.28

 

-260.12

-1374.74

 

278.53

-1606.83

 

-320.31

-1633.03

 

Nmax M V

208.32

-1093.13

 

-194.14

-1111.84

 

208.59

-1293.58

 

-252.36

-1315.41

 

Nmin M

121.84

-2411.49

 

-94.92

-2445.17

 

95.53

-2914.11

 

-47.77

-2953.41

 

附表-3 梁柱节点处柱端弯矩调整

节点

组合

Mcu

Mcd

∑Mc

Mbl

Mbr

ηc∑Mb

Mcu´

Mcd´

A1

左震

-123.29

-142.35

-265.64

0

-327.66

-360.43

-167.28

-193.15

右震

272.42

291.7

564.12

0

489.69

538.66

272.42

291.70

B1

左震

-345.1

-359.41

-704.51

-380.43

-261.64

-706.28

-345.97

-360.31

右震

228.79

222.11

450.9

179.14

336.22

566.90

287.65

279.25

A2

左震

-95.56

-104.39

-199.95

0

-264.76

-291.24

-139.19

-152.05

右震

232.68

295.1

527.78

0

450

495.00

232.68

295.10

B2

左震

-308.2

-375.44

-683.64

-365.78

-249.8

-677.14

-308.20

-375.44

右震

193.21

203.5

396.71

157.12

305.62

509.01

247.90

261.11

A3

左震

-64.26

-90.81

-155.07

0

-220.62

-242.68

-100.57

-142.11

右震

200.86

282.71

483.57

0

404.89

445.38

200.86

282.71

B3

左震

-267.68

-336.33

-604.01

-328.58

-210.09

-592.54

-267.68

-336.33

右震

153.1

166.59

319.69

121.1

265.44

425.19

203.49

221.70

A4

左震

-24.43

-67.59

-92.02

0

-157.7

-173.47

-46.05

-127.42

右震

163.08

258.64

421.72

0

342.89

377.18

163.08

258.64

B4

左震

-200.19

-299.63

-499.82

-277.71

-153.62

-474.46

-200.19

-299.63

右震

84.24

126.47

210.72

68.4

208.1

304.15

121.60

182.55

A5

左震

10.45

-27.87

-17.42

0

-85.03

-93.53

25.51

-68.02

右震

118.39

232.25

350.64

0

269.5

296.45

118.39

231.25

B5

左震

-140.84

-267.58

-408.42

-235.2

-102.85

-371.86

-140.84

-267.58

右震

35.76

83.88

119.64

23.86

164.73

207.45

62.01

145.44

A6

左震

0

1.16

1.16

0

-39.24

-43.16

0.00

-43.16

右震

0

178.84

178.84

0

133.15

146.47

0.00

146.47

B6

左震

0

-182.55

-185.55

-116.27

-28.32

-159.05

0.00

-159.05

右震

0

35.02

35.02

-7.44

83.24

83.38

0.00

83.38

附表-4 柱端剪力设计值调整计算表

杆件

组合

Hn(m)

Mct(KN.m)

Mcb(KN.m)

V=ηvc(Mcb Mct)/Hn(KN)

A0A1

左震

4.2

142.35

268.59

107.63

-107.63

右震

4.2

-291.7

-343.28

-166.30

166.30

A1A2

左震

3.6

104.39

123.29

69.57

-69.57

右震

3.6

-295.1

272.42

-173.41

173.41

A2A3

左震

3.6

90.81

95.56

56.95

-56.95

右震

3.6

-282.71

-232.68

-157.48

157.48

A3A4

左震

3.6

67.59

64.26

40.29

-40.29

右震

3.6

-258.64

-200.86

-140.40

140.40

A4A5

左震

3.6

27.87

24.43

15.98

-15.98

右震

3.6

-232.25

-163.08

-120.80

120.80

A5A6

左震

3.9

-1.16

-10.45

-3.27

3.27

右震

3.9

-178.84

-118.39

-83.83

83.83

B0B1

左震

4.2

359.41

385.19

195.01

-195.01

右震

4.2

-222.11

-316.53

-155.18

155.18

B1B2

左震

3.6

375.44

345.1

220.17

-220.17

右震

3.6

-203.5

-228.79

-132.09

132.09

B2B3

左震

3.6

336.33

308.2

196.94

-196.94

右震

3.6

-166.59

193.21

-109.94

109.94

B3B4

左震

3.6

299.63

267.68

173.34

-173.34

右震

3.6

-126.47

-153.1

-85.42

85.42

B4B5

左震

3.6

267.58

200.19

142.93

-142.93

右震

3.6

-83.88

-84.24

-51.37

51.37

B5B6

左震

3.9

182.55

140.84

91.21

-91.21

右震

3.9

-35.02

-35.76

-19.96

19.96

附表-5 调整后横向框架各柱剪力组合

柱号

层次

恒载SGK

活载SQK

左地震载SEK

右地震载SEK

左风载SWK

右风载SWK

1.2SGK 1.4SQK

1.35SGK 0.7*1.4 SQK

1.2(1.0) SGK 1.4SWK(左风)

1.2(1.0) SGK 1.4SWK(右风)

1.2(1.0)SGK 0.9(1.4SQK 1.4SWK) (左风)

1.2(1.0)SGK 0.9(1.4SQK 1.4SWK) (右风)

rRE(1.2(1.0)(SGK 0.5SQK) 1.3SEK) (左震)

rRE(1.2(1.0)(SGK 0.5SQK) 1.3SEK) (右震)

调整后的剪力

最不利剪力

左震

右震

A柱

6

-31.75

-7.94

25.65

-25.65

4.74

-4.74

-49.22

-50.64

-25.11

-44.74

-35.78

-54.08

-1.78

-57.16

-3.27

-83.83

-83.83

5

-39.71

-7.19

44.49

-44.49

9.98

-9.98

-57.72

-60.65

-25.74

-61.62

-36.19

-69.29

10.90

-82.35

15.98

-120.80

-120.80

4

-37.74

-7.26

59.99

-59.99

14.72

-14.72

-55.45

-58.06

-17.13

-65.90

-28.34

-72.98

27.46

-95.72

40.29

-140.40

-140.40

3

-37.91

-7.27

71.78

-71.78

19.04

-19.04

-55.67

-58.30

-11.25

-72.15

-23.08

-78.64

38.83

-107.38

56.95

-157.48

-157.48

2

-39.16

-7.49

81.66

-81.66

23.40

-23.40

-57.48

-60.21

-6.40

-79.75

-19.11

-85.91

47.44

-118.23

69.57

-173.41

-173.41

1

-21.98

-4.54

93.91

-93.91

30.65

-30.65

-32.73

-34.12

20.93

-69.29

10.92

-70.72

73.37

-113.39

107.63

-166.30

-166.30

B柱

6

26.28

6.32

36.61

-36.61

6.77

-6.77

40.38

41.67

16.80

41.01

26.85

48.03

-13.61

62.19

91.21

-19.96

91.21

5

34.76

6.14

65.03

-65.03

14.47

-14.47

50.31

52.94

14.50

61.97

24.26

67.68

-35.03

97.45

142.93

-51.37

142.93

4

33.27

6.12

87.68

-87.68

21.36

-21.36

48.49

50.91

3.37

69.83

14.07

74.55

-58.24

118.19

173.34

-85.42

173.34

3

33.36

6.13

104.91

-104.91

27.64

-27.64

48.61

51.04

-5.34

78.73

6.26

82.58

-74.97

135.07

196.94

-109.94

196.94

2

33.55

5.69

120.37

-120.37

33.40

-33.40

48.23

50.87

-13.21

87.02

-1.36

89.51

-90.06

150.12

220.17

-132.09

220.17

1

20.83

2.93

115.80

-115.80

38.30

-38.30

29.10

30.99

-32.79

78.62

-23.74

76.95

-96.18

132.97

195.01

-155.18

195.01

附表-1 梁的内力组合

层次

六层

位置

A

B左

B右

C左

C右

D

跨间

内力

M

V

M

V

M

V

M

V

M

V

M

V

MAB

MBC

MCD

荷载类别

恒载

1

-37.61

75.89

-49.33

-79.09

-20.75

3.22

-20.75

3.22

-49.33

79.09

-37.61

-75.89

106.41

-18.32

106.41

活载

2

-10.16

23.62

-13.80

-24.62

-8.43

0.00

-8.43

0.00

-13.80

24.62

-10.16

-23.62

34.67

-8.43

34.67

左震 荷载

3

63.02

-13.97

-37.53

-13.97

40.99

-34.16

-40.99

-34.16

37.53

-13.97

-63.02

-13.97

12.75

0.00

-12.75

右震 荷载

4

-63.02

13.97

37.53

13.97

-40.99

34.16

40.99

34.16

-37.53

13.97

63.02

13.97

-12.75

0.00

12.75

左风载

5

11.65

-2.58

-6.93

-2.58

7.57

-6.31

-7.57

-6.31

6.93

-2.58

-11.65

-2.58

2.63

0.00

-2.63

右风载

6

-11.65

2.58

6.93

2.58

-7.57

6.31

7.57

6.31

-6.93

2.58

11.65

2.58

-2.63

0.00

2.63

组合方式

不考虑地震的组合

1.2恒载 1.4活载

-59.36

124.14

-78.52

-129.38

-36.70

3.86

-36.70

-3.86

-78.52

129.38

-59.36

-124.14

176.23

-33.79

176.23

1.35恒载 0.7*1.4活载

-60.73

125.60

-80.12

-130.90

-36.27

4.35

-36.27

-4.35

-80.12

130.90

-60.73

-125.60

177.62

-32.99

177.63

1.2恒载 1.4左风

 

 

-68.90

-98.52

 

 

-35.50

-12.70

 

 

-61.44

-94.68

130.99

-21.98

130.99

1.2恒载 1.4右风

-61.44

94.68

 

 

-35.50

12.70

 

 

-68.90

98.52

 

 

 

 

 

1.0恒载 1.4左风

-21.30

72.28

 

 

-10.15

-5.61

 

 

-39.63

75.48

 

 

 

 

 

1.0恒载 1.4右风

 

 

-39.63

-75.48

 

 

-10.15

5.61

 

 

-21.30

-72.28

103.11

-18.32

103.11

1.2恒载 0.9×(1.4活 1.4左风)

 

 

-85.32

-129.18

 

 

-45.06

-11.26

 

 

-75.67

-124.08

174.35

-32.61

174.35

1.2恒载 0.9×(1.4活 1.4右风)

-75.67

124.08

 

 

-45.06

11.26

 

 

-85.32

129.18

 

 

 

 

 

1.0恒载 0.9×(1.4活 1.4左风)

-35.73

102.40

 

 

-21.83

-4.73

 

 

-57.99

106.86

 

 

 

 

 

1.0恒载 0.9×(1.4活 1.4右风)

 

 

-57.99

-106.86

 

 

-21.83

4.73

 

 

-35.73

-102.40

147.12

-28.94

147.12

考虑地震的组合

1.2重 1.3左震

 

 

-116.27

-127.84

 

 

-83.24

-48.27

 

 

-133.15

-123.40

165.07

-27.04

165.07

1.2重 1.3右震

-133.15

123.40

 

 

-83.24

48.27

 

 

-116.27

127.84

 

 

 

 

 

1.0重 1.3左震

39.24

69.54

 

 

28.32

-41.19

 

 

-7.44

73.24

 

 

 

 

 

1.0重 1.3右震

 

 

-7.44

-73.24

 

 

28.32

41.19

 

 

39.24

-69.54

107.17

-22.54

107.17

γre* (1.2重 1.3左震)

 

 

-87.20

-95.88

 

 

-62.43

-36.20

 

 

-99.86

-92.55

123.80

-20.28

123.80

γre* (1.2重 1.3右震)

-99.86

92.55

 

 

-62.43

36.20

 

 

-87.20

95.88

 

 

 

 

 

γre* (1.0重 1.3左震)

29.43

52.16

 

 

21.24

-30.89

 

 

-2.58

54.93

 

 

 

 

 

γre* (1.0重 1.3右震)

 

 

-5.58

-54.93

 

 

21.24

30.89

 

 

29.43

-52.16

80.38

-16.91

80.38

VG

 

101.62

 

101.62

 

4.06

 

4.06

 

101.62

 

101.62

 

 

 

Mbl Mbr/ln

 

-20.98

 

20.98

 

-58.72

 

58.72

 

-23.21

 

23.21

 

 

 

 

23.21

 

-23.21

 

58.72

 

-58.72

 

20.98

 

-20.98

 

 

 

V=ηvb(Mbl Mbr)/ln VGb

V

 

78.54

 

124.70

 

-60.53

 

68.65

 

76.09

 

127.15

 

 

 

V

 

127.15

 

76.09

 

68.65

 

-60.53

 

124.70

 

78.54

 

 

 

组合

Mmax V

29.43

 

-5.58

 

21.24

 

21.24

 

-5.58

 

29.43

 

177.63

 

177.63

(-Mmax) V

-99.86

 

-87.20

 

-62.43

 

-62.43

 

-87.20

 

-99.86

 

 

-33.79

 

Vmax M

 

127.15

 

124.70

 

68.65

 

68.65

 

130.90

 

127.15

 

 

 

附表-1-续1 梁的内力组合

层次

五层

位置

A

B左

B右

C左

C右

D

跨间

内力

M

V

M

V

M

V

M

V

M

V

M

V

MAB

MBC

MCD

荷载类别

恒载

1

-76.48

132.08

-88.08

-135.26

-25.97

3.22

-25.97

-3.22

-88.08

135.26

-76.48

-132.08

176.28

-23.54

176.28

活载

2

-14.74

24.02

-15.97

-24.22

-4.32

0.00

-4.32

0.00

-15.97

24.22

-14.74

-24.02

31.30

-4.32

31.30

左震 荷载

3

129.91

-30.86

-92.25

-30.86

100.75

-83.96

-100.75

-83.96

92.25

-30.86

-129.91

-30.86

18.83

0.00

-18.83

右震 荷载

4

-129.91

30.86

92.25

30.86

-100.75

83.96

100.75

83.96

-92.25

30.86

129.91

30.86

-18.83

0.00

18.83

左风载

5

27.67

-6.53

-19.38

-6.53

21.17

-17.64

-21.17

-17.64

19.38

-6.53

-27.67

-6.53

4.15

0.00

-4.15

右风载

6

-27.67

6.53

19.38

6.53

-21.17

17.64

21.17

17.64

-19.38

6.53

27.67

6.53

-4.15

0.00

4.15

组合方式

不考虑地震的组合

1.2恒载 1.4活载

-112.41

192.12

-128.05

-196.22

-37.21

3.86

-37.21

-3.86

-128.05

196.22

-112.41

-192.12

255.36

-24.30

255.36

1.35恒载 0.7*1.4活载

-117.69

201.85

-134.56

-206.34

-39.29

4.35

-39.29

-4.35

-134.56

206.34

-117.69

-201.85

268.65

-36.01

268.65

1.2恒载 1.4左风

 

 

-132.83

-171.45

 

 

-60.80

25.68

 

 

-132.83

171.45

 

 

 

1.2恒载 1.4右风

-130.51

167.64

 

 

-60.80

25.68

 

 

-132.83

171.45

 

 

 

 

 

1.0恒载 1.4左风

-37.74

122.94

 

 

3.67

-21.48

 

 

-60.95

126.37

 

 

 

 

 

1.0恒载 1.4右风

 

 

-60.95

-126.37

 

 

-3.67

21.48

 

 

-37.74

-122.94

170.47

-23.54

170.47

1.2恒载 0.9×(1.4活 1.4左风)

 

 

-150.24

-201.06

 

 

-63.28

-26.09

 

 

-145.21

-196.99

256.20

-33.69

256.20

1.2恒载 0.9×(1.4活 1.4右风)

-145.21

196.99

 

 

-63.28

26.09

 

 

-150.24

201.06

 

 

 

 

 

1.0恒载 0.9×(1.4活 1.4左风)

-60.19

154.12

 

 

-4.74

-19.01

 

 

-83.78

157.55

 

 

 

 

 

1.0恒载 0.9×(1.4活 1.4右风)

 

 

-83.78

-157.55

 

 

-4.74

19.01

 

 

-60.19

-154.12

210.50

-28.98

210.50

考虑地震的组合

1.2重 1.3左震

 

 

-235.20

-216.96

 

 

-164.73

-113.01

 

 

-269.50

-213.40

254.80

-30.84

254.80

1.2重 1.3右震

-269.50

213.03

 

 

-164.73

113.01

 

 

-235.20

216.96

 

 

 

 

 

1.0重 1.3左震

85.03

103.97

 

 

102.85

-105.93

 

 

23.86

107.25

 

 

 

 

 

1.0重 1.3右震

 

 

23.86

-107.25

 

 

102.85

105.93

 

 

85.03

-103.97

167.45

-25.70

167.45

γre* (1.2重 1.3左震)

 

 

-176.40

-162.72

 

 

-123.55

-84.76

 

 

-202.13

-159.77

 

 

 

γre* (1.2重 1.3右震)

-202.13

159.77

 

 

-123.55

84.76

 

 

-176.40

162.72

 

 

191.10

-23.13

191.10

γre* (1.0重 1.3左震)

63.77

77.98

 

 

77.14

-79.45

 

 

17.90

80.44

 

 

 

 

 

γre* (1.0重 1.3右震)

 

 

17.90

-80.44

 

 

77.14

79.45

 

 

63.77

-77.98

125.59

-19.28

125.59

VG

 

157.79

 

157.79

 

4.06

 

4.06

 

157.79

 

157.79

 

 

 

Mbl Mbr/ln

 

-43.79

 

43.79

 

-140.83

 

140.83

 

-47.80

 

47.80

 

 

 

 

47.80

 

43.79

 

140.83

 

-140.83

 

43.79

 

-43.79

 

 

 

V=ηvb(Mbl Mbr)/ln VGb

V

 

109.62

 

205.96

 

-150.85

 

158.97

 

105.21

 

210.37

 

 

 

V

 

210.37

 

105.21

 

158.97

 

-150.85

 

205.96

 

109.62

 

 

 

组合

Mmax V

63.77

 

17.90

 

77.14

 

77.14

 

17.90

 

3.77

 

268.65

 

268.65

(-Mmax) V

-202.13

 

-176.40

 

-123.55

 

-123.55

 

-176.40

 

-202.13

 

 

-36.01

 

Vmax M

 

210.37

 

205.96

 

158.97

 

158.97

 

206.34

 

 

 

 

 

附表-1-续2 梁的内力组合

层次

四层

位置

A

B左

B右

C左

C右

D

跨间

内力

M

V

M

V

M

V

M

V

M

V

M

V

MAB

MBC

MCD

荷载类别

恒载

1

-76.72

127.07

-87.18

-129.75

-22.80

3.22

-22.80

-3.22

-87.18

129.75

-76.72

-127.07

166.44

-20.37

166.44

活载

2

-14.92

23.98

-15.92

-24.26

-4.32

0.00

-4.32

0.00

-15.92

24.26

-14.92

-23.98

31.23

-4.32

31.23

左震 荷载

3

186.06

-43.31

-125.80

-43.31

137.37

-114.48

-137.37

-114.48

125.80

-43.31

-186.06

-43.31

30.13

0.00

-30.13

右震 荷载

4

-186.06

43.31

125.80

43.31

-137.37

114.48

137.37

114.48

-125.80

43.31

186.06

43.31

-30.13

0.00

30.13

左风载

5

44.22

-10.25

-29.58

-10.25

32.31

-29.19

-32.31

-29.19

29.58

-10.25

-44.22

-10.25

7.32

0.00

-7.32

右风载

6

-44.22

10.25

29.58

10.25

-32.31

29.19

32.31

29.19

-29.58

10.25

44.22

10.25

-7.32

0.00

7.32

组合方式

不考虑地震的组合

1.2恒载 1.4活载

-112.95

186.06

-126.90

-189.66

-33.41

3.86

-33.41

-3.86

-126.90

189.66

-10.95

-186.06

243.45

-30.49

243.45

1.35恒载 0.7*1.4活载

-118.19

195.04

-133.29

-198.94

-35.01

4.35

-35.01

-4.35

-133.29

198.94

-118.19

-195.04

255.30

-31.73

255.30

1.2恒载 1.4左风

 

 

-146.03

-170.05

 

 

-72.59

-44.73

 

 

-153.91

-166.83

209.98

-24.44

209.98

1.2恒载 1.4右风

-153.97

166.83

 

 

-72.59

44.73

 

 

-146.03

170.05

 

 

 

 

 

1.0恒载 1.4左风

-14.81

112.72

 

 

22.43

-37.65

 

 

-45.77

115.40

 

 

 

 

 

1.0恒载 1.4右风

 

 

-45.77

-115.40

 

 

-22.43

37.65

 

 

-14.81

-112.72

156.19

-20.37

156.19

1.2恒载 0.9×(1.4活 1.4左风)

 

 

-161.95

-199.18

 

 

-73.51

-40.64

 

 

-166.58

-195.61

248.30

-29.89

248.30

1.2恒载 0.9×(1.4活 1.4右风)

-166.58

195.61

 

 

-73.51

40.64

 

 

-161.95

199.18

 

 

 

 

 

1.0恒载 0.9×(1.4活 1.4左风)

-39.80

144.37

 

 

12.47

-33.56

 

 

-69.97

147.40

 

 

 

 

 

1.0恒载 0.9×(1.4活 1.4右风)

 

 

-69.97

-147.40

 

 

12.47

33.56

 

 

-39.80

-144.37

196.57

-25.81

196.57

考虑地震的组合

1.2重 1.3左震

 

 

-277.71

-266.56

 

 

-208.10

-152.69

 

 

-342.89

-223.18

257.64

-27.04

257.64

1.2重 1.3右震

-342.89

223.18

 

 

-208.10

152.69

 

 

-277.71

226.56

 

 

 

 

 

1.0重 1.3左震

157.70

82.76

 

 

153.62

-145.60

 

 

68.40

85.58

 

 

 

 

 

1.0重 1.3右震

 

 

68.40

-85.58

 

 

153.62

145.60

 

 

157.70

-82.76

142.89

-22.53

142.89

γre* (1.2重 1.3左震)

 

 

-208.28

-169.92

 

 

-156.08

-114.52

 

 

-257.17

-167.39

193.23

-20.28

193.23

γre* (1.2重 1.3右震)

-257.17

167.39

 

 

-156.08

114.52

 

 

-208.28

169.92

 

 

 

 

 

γre* (1.0重 1.3左震)

118.28

62.07

 

 

115.22

-109.20

 

 

51.30

64.19

 

 

 

 

 

γre* (1.0重 1.3右震)

 

 

51.30

-64.19

 

 

115.22

109.20

 

 

118.28

-62.07

107.17

-16.90

107.17

VG

 

152.53

 

152.53

 

4.06

 

4.06

 

152.53

 

152.53

 

 

 

Mbl Mbr/ln

 

-61.39

 

61.39

 

-190.38

 

190.38

 

-64.99

 

64.99

 

 

 

 

64.99

 

-64.99

 

190.38

 

-190.38

 

61.39

 

-61.39

 

 

 

V=ηvb(Mbl Mbr)/ln VGb

V

 

85.00

 

220.06

 

-205.36

 

213.48

 

81.04

 

224.02

 

 

 

V

 

224.02

 

81.04

 

213.48

 

-205.36

 

220.06

 

85.00

 

 

 

组合

Mmax V

118.28

 

51.30

 

115.22

 

115.22

 

51.30

 

118.28

 

255.30

 

255.30

(-Mmax) V

-257.17

 

-208.28

 

-156.08

 

-156.08

 

-208.28

 

-257.17

 

 

-31.73

 

Vmax M

 

224.02

 

220.06

 

213.48

 

213.48

 

220.06

 

224.02

 

 

 

附表-1-续2 梁的内力组合

层次

三层

位置

A

B左

B右

C左

C右

D

跨间

内力

M

V

M

V

M

V

M

V

M

V

M

V

MAB

MBC

MCD

荷载类别

恒载

1

-76.30

127.03

-86.35

-129.78

-22.99

3.22

-22.99

-3.22

-86.35

129.78

-76.30

-127.03

167.06

-20.47

167.06

活载

2

-14.92

23.98

-15.92

-24.26

-4.34

0.00

-4.34

0.00

-15.92

24.26

-14.92

-23.98

31.23

-4.34

31.23

左震 荷载

3

234.14

-55.53

-165.70

-55.53

180.96

-150.80

-180.96

-150.80

165.70

-55.53

-234.14

-55.53

34.22

0.00

-34.22

右震 荷载

4

-234.14

55.53

165.70

55.53

-180.86

150.80

180.96

150.80

-165.70

55.53

234.14

55.53

-34.22

0.00

34.22

左风载

5

60.20

-14.22

-42.16

-14.22

46.04

-38.37

-46.04

-38.37

42.16

-14.22

-60.02

-14.22

9.02

0.00

-9.02

右风载

6

-60.20

14.22

42.16

14.22

-46.04

38.37

46.04

38.37

-42.16

14.22

60.02

14.22

-9.02

0.00

9.02

组合方式

不考虑地震的组合

1.2恒载 1.4活载

-112.45

186.01

-125.91

-189.70

-33.66

3.86

-33.66

-3.86

-125.91

189.70

-112.45

-186.01

244.19

-30.64

244.19

1.35恒载 0.7*1.4活载

-117.63

194.99

-132.17

-198.98

-35.29

4.35

-35.29

-4.35

-132.17

198.98

-117.63

-194.99

256.14

-31.89

256.14

1.2恒载 1.4左风

 

 

162.64

-175.64

 

 

-92.04

-57.58

 

 

-175.84

-172.34

213.10

-24.56

213.20

1.2恒载 1.4右风

-175.84

172.34

 

 

-92.04

57.58

 

 

-162.64

175.64

 

 

 

 

 

1.0恒载 1.4左风

7.98

107.12

 

 

47.47

-50.50

 

 

-45.77

109.87

 

 

 

 

 

1.0恒载 1.4右风

 

 

-27.33

-109.87

 

 

-41.47

50.50

 

 

-7.98

-107.12

154.43

-20.47

154.43

1.2恒载 0.9×(1.4活 1.4左风)

 

 

-176.80

-204.22

 

 

-91.07

-52.21

 

 

-186.21

-200.57

251.19

-30.03

251.19

1.2恒载 0.9×(1.4活 1.4右风)

-186.21

200.57

 

 

-91.07

52.21

 

 

-176.80

204.22

 

 

 

 

 

1.0恒载 0.9×(1.4活 1.4左风)

-19.24

139.33

 

 

29.55

-45.13

 

 

-53.29

142.43

 

 

 

 

 

1.0恒载 0.9×(1.4活 1.4右风)

 

 

-53.29

-142.43

 

 

29.55

45.13

 

 

-19.24

-139.33

195.04

-25.94

195.04

考虑地震的组合

1.2重 1.3左震

 

 

-328.58

-242.48

 

 

-265.44

-199.90

 

 

-404.89

-239.01

260.57

-27.17

260.57

1.2重 1.3右震

-404.89

239.01

 

 

-265.44

199.90

 

 

-328.58

242.48

 

 

 

 

 

1.0重 1.3左震

220.62

66.83

 

 

210.09

-192.82

 

 

121.10

69.72

 

 

 

 

 

1.0重 1.3右震

 

 

121.10

-69.72

 

 

210.09

192.82

 

 

220.62

-66.83

138.19

-22.64

138.19

γre* (1.2重 1.3左震)

 

 

-246.44

-181.86

 

 

-199.08

-149.93

 

 

-303.37

-179.26

195.43

-20.38

195.43

γre* (1.2重 1.3右震)

-303.67

179.26

 

 

-199.08

149.93

 

 

-246.44

181.86

 

 

 

 

 

γre* (1.0重 1.3左震)

165.47

5012.00

 

 

157.57

-144.62

 

 

90.83

52.29

 

 

 

 

 

γre* (1.0重 1.3右震)

 

 

90.83

-52.29

 

 

157.57

144.62

 

 

165.47

-50.12

103.64

-16.98

103.64

VG

 

152.53

 

152.53

 

4.06

 

4.06

 

152.53

 

152.53

 

 

 

Mbl Mbr/ln

 

-78.51

 

78.51

 

-250.28

 

250.28

 

-81.97

 

81.97

 

 

 

 

81.97

 

-81.97

 

250.28

 

-250.28

 

78.51

 

-78.51

 

 

 

V=ηvb(Mbl Mbr)/ln VGb

V

 

66.17

 

238.89

 

-271.25

 

279.37

 

62.36

 

242.70

 

 

 

V

 

242.70

 

62.36

 

279.37

 

-270.25

 

238.89

 

66.17

 

 

 

组合

Mmax V

165.47

 

90.83

 

157.57

 

157.57

 

90.83

 

165.47

 

256.14

 

256.14

(-Mmax) V

-303.67

 

-246.44

 

-199.08

 

-199.08

 

-246.44

 

-303.67

 

 

-31.89

 

Vmax M

 

242.70

 

238.89

 

279.37

 

279.37

 

238.89

 

242.70

 

 

256.05

附表-1-续3 梁的内力组合

层次

二层

位置

A

B左

B右

C左

C右

D

跨间

内力

M

V

M

V

M

V

M

V

M

V

M

V

MAB

MBC

MCD

荷载类别

恒载

1

-77.02

127.03

-87.10

-129.78

-23.18

3.22

-23.18

-3.22

-87.10

129.78

-77.02

-127.03

166.33

-20.75

166.33

活载

2

-14.36

23.98

-15.49

-24.26

-4.38

0.00

-4.38

0.00

-15.49

24.26

-14.36

-23.98

31.73

-4.38

31.73

左震 荷载

3

268.43

-64.20

-193.82

-64.20

211.67

-176.39

-211.67

-176.39

193.82

-64.20

-268.43

-64.20

37.31

0.00

-37.31

右震 荷载

4

-268.43

64.20

193.82

64.20

-211.67

176.39

211.67

176.39

-193.82

64.20

268.43

64.20

-37.31

0.00

37.31

左风载

5

74.31

-17.62

-52.52

-17.62

57.35

-47.79

-57.35

-47.79

52.52

-17.62

-74.31

-17.62

10.90

0.00

-10.90

右风载

6

-74.31

17.62

52.52

17.62

-57.35

47.79

57.35

47.79

-52.52

17.62

74.31

17.62

-10.90

0.00

10.90

组合方式

不考虑地震的组合

1.2恒载 1.4活载

-112.53

186.01

-126.21

-189.70

-33.95

3.86

-33.95

-3.86

-126.21

189.70

-112.53

-186.01

244.02

-31.03

244.02

1.35恒载 0.7*1.4活载

-118.05

194.99

-132.77

-198.98

-35.57

4.35

-35.57

-4.35

-132.77

198.98

-118.05

-194.99

255.64

-32.30

255.64

1.2恒载 1.4左风

 

 

178.05

-180.40

 

 

-108.11

-70.77

 

 

-196.46

-177.10

214.86

-24.90

214.86

1.2恒载 1.4右风

-196.46

177.10

 

 

-108.11

70.77

 

 

-178.05

180.40

 

 

 

 

 

1.0恒载 1.4左风

27.01

102.36

 

 

57.11

-63.69

 

 

-13.57

105.11

 

 

 

 

 

1.0恒载 1.4右风

 

 

-13.57

-105.11

 

 

-57.11

63.69

 

 

-27.01

-102.36

151.07

-20.75

151.07

1.2恒载 0.9×(1.4活 1.4左风)

 

 

-190.21

-208.05

 

 

-105.60

-64.08

 

 

-204.15

-204.86

253.31

-30.42

253.31

1.2恒载 0.9×(1.4活 1.4右风)

-204.15

204.85

 

 

-105.60

64.08

 

 

-190.21

208.05

 

 

 

 

 

1.0恒载 0.9×(1.4活 1.4左风)

-1.48

135.04

 

 

13.56

-56.99

 

 

-40.44

138.15

 

 

 

 

 

1.0恒载 0.9×(1.4活 1.4右风)

 

 

-40.44

-138.15

 

 

43.56

56.99

 

 

-1.48

-135.04

199.58

-26.27

199.58

考虑地震的组合

1.2重 1.3左震

 

 

-365.78

-253.75

 

 

-305.62

-233.17

 

 

-450.00

-250.28

267.14

-27.53

267.14

1.2重 1.3右震

-450.00

250.28

 

 

-305.62

233.17

 

 

-365.78

253.75

 

 

 

 

 

1.0重 1.3左震

264.76

55.56

 

 

249.80

-226.09

 

 

157.12

58.45

 

 

 

 

 

1.0重 1.3右震

 

 

157.12

-58.45

 

 

249.80

226.09

 

 

264.76

-55.56

133.69

-22.94

133.69

γre* (1.2重 1.3左震)

 

 

-274.34

-190.31

 

 

-229.22

-174.88

 

 

-337.50

-187.71

200.36

-20.65

200.36

γre* (1.2重 1.3右震)

-337.50

187.71

 

 

-229.22

174.88

 

 

-274.34

190.31

 

 

 

 

 

γre* (1.0重 1.3左震)

198.57

41.67

 

 

187.35

-169.57

 

 

117.84

43.84

 

 

 

 

 

γre* (1.0重 1.3右震)

 

 

117.84

-43.84

 

 

187.35

169.57

 

 

198.57

-41.67

100.27

-17.21

100.27

VG

 

152.53

 

152.53

 

4.06

 

4.06

 

152.53

 

152.53

 

 

 

Mbl Mbr/ln

 

-90.61

 

90.61

 

-292.33

 

292.33

 

-94.11

 

94.11

 

 

 

 

94.11

 

-94.11

 

292.33

 

-292.33

 

90.61

 

-90.61

 

 

 

V=ηvb(Mbl Mbr)/ln VGb

V

 

52.86

 

252.20

 

-317.50

 

325.62

 

49.01

 

256.05

 

 

 

V

 

256.05

 

49.01

 

325.62

 

-317.50

 

252.20

 

52.86

 

 

 

组合

Mmax V

198.57

 

117.84

 

187.35

 

187.35

 

117.84

 

198.57

 

244.02

 

244.02

(-Mmax) V

-337.50

 

-274.34

 

-229.22

 

-229.22

 

-274.34

 

-337.50

 

 

-31.03

 

Vmax M

 

252.20

 

325.62

 

325.62

 

252.20

 

256.05

 

 

 

 

 

附表-1-续4 梁的内力组合

层次

一层

位置

A

B左

B右

C左

C右

D

跨间

内 力

M

V

M

V

M

V

M

V

M

V

M

V

MAB

MBC

MCD

荷载类别

恒载

1

-67.40

126.31

-82.70

-130.51

-28.74

3.22

-28.74

-3.22

-85.70

130.51

-67.40

-126.40

173.34

-26.31

173.34

活载

2

-12.50

23.51

-17.59

-24.73

-10.32

0.00

-10.32

0.00

-17.59

24.73

-12.50

-23.51

31.61

-10.32

31.61

左震 荷载

3

308.70

-71.79

-208.18

-71.79

227.34

-189.45

-227.34

-189.45

208.18

-71.79

-308.70

-71.79

50.26

0.00

-50.26

右震 荷载

4

-308.70

71.79

208.18

71.79

-227.34

189.45

227.34

189.45

-208.18

71.79

308.70

71.79

-50.26

0.00

50.26

左风载

5

94.88

-21.91

-62.85

-21.91

68.64

-57.20

-68.64

-57.20

62.85

-21.91

-94.88

-21.91

16.02

0.00

-16.02

右风载

6

-94.88

21.91

62.85

21.91

-68.64

57.20

68.64

57.20

-62.85

21.91

94.88

21.91

-16.02

0.00

16.02

组合方式

不考虑地震的组合

1.2恒载 1.4活载

-98.38

184.49

-123.87

-191.23

-48.94

3.86

-48.94

-3.86

-123.87

191.23

-98.38

-184.49

252.26

-46.02

252.26

1.35恒载 0.7*1.4活载

-103.24

193.56

-128.88

-200.42

-48.91

4.35

-48.91

-4.35

-128.88

200.42

-103.24

-193.56

264.99

-45.63

264.99

1.2恒载 1.4左风

 

 

187.23

-187.29

 

 

-130.58

-83.94

 

 

-213.71

-182.25

230.44

-31.57

230.44

1.2恒载 1.4右风

-213.71

182.25

 

 

-130.58

83.94

 

 

-187.23

187.29

 

 

 

 

 

1.0恒载 1.4左风

65.43

95.64

 

 

67.36

-76.86

 

 

5.29

99.84

 

 

 

 

 

1.0恒载 1.4右风

 

 

5.29

-99.84

 

 

-67.36

76.86

 

 

-65.43

-95.43

150.91

-26.31

150.91

1.2恒载 0.9×(1.4活 1.4左风)

 

 

-200.59

-215.38

 

 

-133.98

75.94

 

 

-216.18

-208.80

268.02

-44.58

268.02

1.2恒载 0.9×(1.4活 1.4右风)

-216.18

208.80

 

 

-133.98

75.94

 

 

-200.59

215.38

 

 

 

 

 

1.0恒载 0.9×(1.4活 1.4左风)

36.40

128.33

 

 

44.44

-68.85

 

 

-25.67

134.06

 

 

 

 

 

1.0恒载 0.9×(1.4活 1.4右风)

 

 

-25.67

-134.06

 

 

44.44

68.85

 

 

36.40

-128.33

192.98

-39.31

192.98

考虑地震的组合

1.2重 1.3左震

 

 

-380.43

-264.78

 

 

-336.22

-250.15

 

 

-489.69

-259.01

292.31

-37.76

292.31

1.2重 1.3右震

-489.69

259.01

 

 

-336.22

250.15

 

 

-380.43

264.78

 

 

 

 

 

1.0重 1.3左震

327.66

44.74

 

 

261.64

-243.07

 

 

179.14

49.55

 

 

 

 

 

1.0重 1.3右震

 

 

179.14

-49.55

 

 

261.64

243.07

 

 

327.66

-44.74

123.81

-31.47

123.81

γre* (1.2重 1.3左震)

 

 

-285.32

-198.59

 

 

-252.17

-187.61

 

 

-366.75

-194.26

219.23

-28.32

219.23

γre* (1.2重 1.3右震)

-366.75

194.26

 

 

-252.17

187.61

 

 

-285.32

198.59

 

 

 

 

 

γre* (1.0重 1.3左震)

245.75

33.56

 

 

196.23

-182.30

 

 

134.36

37.16

 

 

 

 

 

γre* (1.0重 1.3右震)

 

 

134.36

-37.16

 

 

196.23

182.30

 

 

245.75

-33.56

92.86

-23.60

92.86

VG

 

152.53

 

152.53

 

4.06

 

4.06

 

152.53

 

152.53

 

 

 

Mbl Mbr/ln

 

-99.83

 

99.83

 

-314.66

 

314.66

 

-105.69

 

105.69

 

 

 

 

105.69

 

-105.69

 

314.66

 

-314.66

 

99.83

 

-99.83

 

 

 

V=ηvb(Mbl Mbr)/ln VGb

V

 

42.72

 

262.34

 

-342.07

 

350.19

 

36.27

 

268.79

 

 

 

V

 

268.79

 

36.27

 

350.19

 

-342.07

 

262.34

 

42.72

 

 

 

组合

Mmax V

245.75

 

134.36

 

196.23

 

196.23

 

134.36

 

245.75

 

264.99

 

264.99

(-Mmax) V

-366.75

 

-285.32

 

-252.17

 

-252.17

 

-285.32

 

-366.75

 

 

-45.63

 

Vmax M

 

268.79

 

262.64

 

350.19

 

350.19

 

262.34

 

268.79

 

 

 

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