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