土木工程毕业设计内力组合计算表格(含公式)

5

442.6343.90503.33524.39-48.27

组合类型1.2×①+

1.4×②

1楼层

343.9043.53783.42804.48-36.64244.6451.27#######1084.35-35.58130.4917.16#######1364.32-38.52562.1548.10249.71273.40-48.42443.0244.73556.92580.61-50.15344.7344.35864.32888.01-37.28245.4852.24#######1195.27-36.20131.0617.48#######1502.57-39.19552.7443.25221.90242.96-50.23433.3237.38496.81517.87-58.96331.3133.04769.90790.96-52.32229.6935.60#######1061.75-56.8017.82-18.42#######1329.26-66.38560.8547.62224.33245.39-38.36449.6148.23505.47526.53-35.62354.3051.84788.92809.98-19.11257.3564.38#######1095.36-12.57151.6451.88#######1384.19-8.71559.4446.65248.90272.59-52.38437.5941.11554.03577.72-57.93337.0738.08857.98881.67-48.35236.2642.64#######1184.06-50.94116.46-5.95#######1484.25-58.42564.8649.56250.52274.21-44.46448.4548.35559.81583.50-42.37352.3950.62870.66894.35-26.21254.7061.83#######1206.47-21.46145.6740.92#######1520.88-19.9759.6816.94207.87255.52-107.254-35.05-9.72448.69553.94-144.523-49.02-33.59677.33864.78-156.532-52.60-50.62896.121185.30-175.731-95.71-180.75#######1518.66-193.30598.6564.84234.46228.9322.914107.0284.99532.88469.7559.163124.30108.23843.72698.3993.852129.13138.53#######917.18114.871147.98210.17#######1123.13127.4050.6510.12171.01215.15-100.224-41.05-15.99366.90468.63-137.413-55.30-39.81550.58734.52-151.302-58.97-57.94724.421010.09-170.661-100.06-183.20885.431298.51-187.81589.6258.03197.60188.5629.944101.0378.72451.08384.4566.273118.03

102.01716.97568.1399.072122.75131.20992.54741.97119.941.3×⑥+

1.2×③

1.3×⑦+

1.2×③

1.3×⑥+

1.0×③

1.3×⑦+

1.0×③1.2×①+

1.4×②

1.35×①+

0.7×1.4

×②

1.2×①+

0.9×1.4

×

(②+④)

1.2×①+

0.9×1.4

×

(②+⑤)

1.35×①+

1.4×

（0.7×②

+0.6×④)

1.35×①+

1.4×

（0.7×②

+0.6×⑤)

78910

123456

1

143.62207.72#######902.98132.895

7.7413.55166.29204.41-85.804

-28.04-7.78358.96443.15-115.623

-39.22-26.87541.87691.83-125.222

-42.08-40.49716.89948.24-140.591

-76.57-144.60881.661214.93-154.645

78.9251.87187.57183.1418.334

85.6268.00426.30375.8047.333

99.4486.58674.98558.7175.082

103.31110.82931.39733.7491.901

118.38168.14#######898.51101.925

0.528.10136.81172.12-80.184

-32.84-12.79293.52374.90-109.933

-44.24-31.84440.46587.61-121.042

-47.18-46.35579.54808.08-136.531

-80.05-146.56708.351038.81-150.255

71.7046.42158.08150.8523.954

80.8262.98360.86307.5653.023

94.4281.60573.57454.5079.262

98.20104.96794.04593.5895.951

114.90166.17#######722.39106.31MAX

78.9251.87250.52274.2123.95MIN 0.528.10136.81150.85-85.80MAX

85.6268.00559.81583.5053.02MIN -32.84-12.79293.52307.56-115.62MAX

99.4486.58870.66894.3579.26MIN -44.24-31.84440.46454.50-125.22MAX

103.31110.82#######1206.4795.95MIN -47.18-46.35579.54593.58-140.59MAX

118.38168.14#######1502.57106.31MIN -80.05-146.56708.35722.39-154.64顶max

0.0098.650.00左震

10.12-41.05-88.16右震

64.84107.02 3.46左震

-15.99-55.30-114.65右震

84.99124.3057.22左震

-39.81-58.97-152.94右震

108.23129.1394.83左震

-57.94-100.06-180.29右震

138.53147.98115.08底max 210.170.00#######-252.29

5

4

3

2

1

γRE （1.3×⑥+1.0×③）γRE （1.3×⑦+1.0×③）43211.0×③

γRE （1.3×⑥+1.2×③）γRE （1.3×⑦+1.2×③）1314内力选取内力选取1112

表

中柱Z2

M c b N c t N c b

(KN·m)KN KN

-35.87229.92247.19

-22.79499.01516.28

-23.06768.10785.37

-25.881037.181054.45

-10.731306.331323.60

-5.26 4.11 4.11

-6.6320.2120.21

-6.7136.1236.12

-7.5252.1752.17

-3.1268.1168.11

-38.50231.98249.25

-26.11509.12526.39

-26.42786.16803.43

-29.641063.271080.54

-12.291340.381357.65

-3.04-0.85-0.85

-7.58-1.81-1.81

-12.76-5.25-5.25

-17.48-12.80-12.80

-33.90-26.13-26.13-10.22678074

3.040.850.85-32.38

7.58 1.81 1.81-64.00

12.76 5.25 5.25-103.12

17.4812.8012.80-152.13

33.9026.1326.13

-32.28-9.02-9.02

-64.10-29.41-29.41 1.00

-93.27-59.47-59.47

-111.32-99.18-99.18

-182.72-140.42-140.42

32.289.029.02

64.1029.4129.41

93.2759.4759.47

111.3299.1899.18

182.72140.42140.42

中柱Z2

M c b N c t N c b

KN(KN·m)KN

-36.63627.11647.83

-37.07972.28993.01

-41.581317.671338.39

-17.241662.951683.67

-53.58314.42337.74

-37.26693.47716.79

-37.711072.331095.64

-42.311451.331474.64

-17.541830.291853.60

-53.50280.02300.74

-45.25622.00642.72

-52.21960.61981.33

-62.561294.241314.96

-59.521620.481641.20

-45.84282.16302.88

-26.15626.56647.29

-20.05973.84994.57

-18.511326.481347.21

25.911686.341707.06

-56.13313.71337.03

-43.63691.95715.26

-48.431067.921091.23

-56.991440.581463.90

-46.021808.341831.65

-51.03315.14338.45

-30.90694.99718.31

-26.991076.741100.05

-27.621462.081485.39上10.931852.241875.56顶节点

-88.16266.64287.37

-114.65572.71593.43

-152.94866.08886.80

-180.291146.991167.71

-252.291425.911446.64

-4.24290.10310.83

52.00649.17669.89

89.551020.701041.42

109.151404.861425.59底节点222.791791.001811.73

-80.46220.25237.52

-109.43470.89488.16

-147.66708.85726.12

-174.36934.33951.60

-249.831157.841175.11

3.46243.71260.98

57.22547.35564.62

94.83863.47880.74

115.081192.211209.484 3 2 1

225.251522.931540.20 -70.53213.31229.89 -91.72458.17474.75 -122.35692.86709.44 -144.23917.59934.17 -201.831140.731157.31 -3.39232.08248.66 41.60519.34535.92 71.64816.56833.14 87.321123.891140.47 178.241432.801449.38 -64.37176.20190.01 -87.54376.71390.52 -118.13567.08580.89 -139.49747.47761.28 -199.87926.27940.08

2.77194.97208.78 45.78437.88451.69 75.86690.77704.59 92.0695

3.77967.58 180.201218.341232.16

2.77315.14338.45 -70.53176.20190.01 45.78694.99718.31 -91.72376.71390.52 75.861076.741100.05 -122.35567.08580.89 92.061462.081485.39 -144.23747.47761.28 180.201830.29185

3.60 -201.83926.27940.08 -107.25

-144.52

66.27

-156.53

99.07

-175.73

119.94

-193.30

132.89

0.00

下