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毕设内力组合表格

恒载效应

活载效应重力荷载

代表值效

⑥a左风

⑥b右风⑦a左风

⑦b右风

⑧a左风⑧b右风⑨a左震⑨b右震⑩a左震

⑩b右震

⑩c ⑪a左震⑪b右震

⑫a左震M -43.21-18.09-42.7116.37-16.37320.27-320.27-62.31-89.82-63.43-90.93-46.66-92.50365.10-467.61273.83V 76.4820.0776.98-4.76 4.76-81.7181.71118.92126.92115.88123.87104.79118.11-13.85198.61-188.53

172.65

77.34

-111.19

249.99

-94.51跨中M 100.8419.80100.840.20-0.2042.45-42.45155.71155.37148.90148.56140.69140.13176.1965.83132.14M 69.1823.2169.1815.97-15.97235.38-235.38129.56102.72128.93102.10128.1383.40389.01-222.98291.76V -86.86-22.29-86.86-4.76 4.76-81.7181.71-143.10-135.11-139.43-131.44-132.74-119.42-210.46 2.00-144.88

87.39

-77.34

-222.22

10.05

-188.88M -18.05-4.41-18.05 4.20-4.20170.73-170.73-25.16-32.22-24.30-31.36-20.10-31.86200.29-243.62150.22V 26.63 4.9826.63-3.00 3.00121.95-121.9538.3243.3636.4241.4632.6441.04190.50-126.58-73.80

74.17

30.00

-43.79

104.17

-37.23跨中M 10.910.2010.910.000.000.000.0014.9214.9213.3713.3713.2913.2913.0913.099.82M 17.12 3.9317.12 4.20-4.20170.73-170.7330.4823.4329.5622.5130.2718.51242.49-201.41181.87V -19.13-4.58-19.13-3.00 3.00121.95-121.95-32.84-27.80-31.89-26.85-31.65-23.25135.58-181.50-92.3683.65-30.00-122.3653.65-104.01M -67.60-21.98-67.6016.07-16.07320.27-320.27-99.30-126.29-98.40-125.39-80.17-125.15335.24-497.47251.43V 82.6021.3982.60-4.78 4.78-81.7181.71128.45136.49125.05133.08113.38126.78-7.11205.35-174.58

186.59

74.83

-99.75

261.42

-84.79跨中M 92.7518.6092.750.20-0.2042.45-42.45143.61143.27137.51137.17129.81129.25166.4856.12124.86M 47.5719.1247.5716.47-16.47235.38-235.3896.7969.1397.6970.0398.8852.78363.08-248.91272.31V -79.50-20.59-79.50-4.78 4.78-81.7181.71-131.52-123.48-128.24-120.20-122.27-108.87-201.6210.83-96.75

148.49

-74.83

-171.58

73.67

-171.38M -32.40-13.95-39.37122.90-122.90252.62-252.6245.83-160.6444.83-161.63119.51-224.60281.16-375.65210.87V 45.5414.8552.97-35.3535.35-67.2867.2846.34105.7345.74105.1319.71118.69-23.91151.03-152.07

145.33

27.15

-124.92

172.48

-106.18跨中M 45.6610.8051.06 2.70-2.7023.85-23.8574.4969.9672.1867.6469.1661.6092.2830.2669.21M 42.1616.8850.60117.50-117.50204.91-204.91172.15-25.24172.92-24.47231.63-97.36327.11-205.66245.33V -48.97-15.75-56.85-35.3535.35-67.2867.28-111.24-51.85-110.51-51.12-123.69-24.71-155.6919.25-161.75

144.34

-27.15

-188.90

117.20

-160.57M -2.74-3.49-4.4876.51-76.51147.87-147.8757.16-71.3756.10-72.43100.41-113.81186.86-197.61140.15V 11.298.0415.32-54.6554.65-105.62105.62-22.7769.03-21.0970.72-55.0797.94-118.93155.69-98.98

93.25

23.34

-75.65

116.59

-101.09

跨中M 1.58 3.60 3.380.000.000.000.00 5.66 5.66 6.94 6.94 5.43 5.43 4.06 4.06 3.04M 11.83 4.4114.0376.51-76.51147.87-147.8784.55-43.9884.63-43.91125.62-88.60209.07-175.40156.80V -19.23-8.64-23.56-54.6554.65-105.62105.62-80.3411.47-81.0910.72-108.0644.96-165.58109.04-197.54

196.65

-23.34

-220.88

173.31

-187.75M -71.11-25.30-83.76117.50-117.50252.62-252.62-22.09-219.49-22.05-219.4554.37-274.62227.90-428.92170.92V 83.2517.7992.15-35.3535.35-67.2867.28100.13159.5295.12154.5167.85166.8323.11198.05-144.63

152.77

63.39

-81.23

216.16

-69.05跨中M 80.1114.0087.11 2.70-2.7023.85-23.85124.14119.61118.00113.47113.64106.08135.5573.53101.66M 60.9018.5870.19122.90-122.90204.91-204.91203.65-2.81202.32-4.14263.34-80.77350.61-182.16262.96V -79.66-17.39-88.36-35.3535.35-67.2867.28-154.28-94.89-149.64-90.25-162.13-63.15-193.50-18.56-130.41

175.68

-63.39

-193.81

112.29

-164.73M -31.45-13.65-38.27106.91-106.91221.08-221.0833.98-145.6332.96-146.6498.56-200.78241.47-333.32181.10V 45.4514.8552.88-30.6430.64-51.1851.1850.18101.6449.60101.0626.20111.98-3.08129.98-116.68

109.51

27.15

-89.53

136.66

-76.10跨中M 46.3510.9051.80 2.75-2.7531.04-31.0475.5770.9573.1968.5770.1562.45102.5221.8176.89M 41.7316.9850.22101.41-101.41126.92-126.92158.16-12.21159.03-11.34208.69-75.26225.26-104.73168.94V -49.06-15.75-56.94-30.6430.64-51.1851.18-107.40-55.94-106.66-55.19-117.20-31.42-134.85-1.80-178.22132.08-27.15-205.37104.93-174.56M -3.11-3.59-4.9066.55-66.5593.46-93.4648.19-63.6147.15-64.6585.93-100.41115.62-127.3886.72V 11.158.0415.17-47.5047.50-66.7666.76-16.9662.84-15.2664.54-45.2487.76-68.58104.99-63.71

57.79

23.34

-40.38

81.12

-58.29跨中M 2.12 3.60 3.920.000.000.000.00 6.39 6.397.587.58 6.07 6.07 4.70 4.70 3.53M 12.53 4.5114.7866.45-66.4593.46-93.4677.15-34.4977.16-34.48112.48-73.58139.24-103.76104.43V -19.38-8.64-23.70-47.5047.50-66.7666.76-74.53 5.27-75.26 4.54-98.2234.78-115.2358.35-192.42193.49-23.34-215.75170.15-183.39M -69.60-20.13-79.66101.14-101.14221.08-221.08-28.73-198.64-26.75-196.6638.35-244.84191.80-382.99143.85V 82.6017.8991.55-30.5430.54-51.1851.18103.39154.7098.51149.8273.89159.4143.33176.38-109.61

116.59

63.39

-46.21

179.98

-39.28跨中M 81.7614.2088.86 2.70-2.7031.04-31.04126.56122.03120.26115.73115.81108.25146.9966.28110.24M 58.9718.1168.03106.54-106.54126.92-126.92186.857.87185.62 6.63237.67-60.64246.63-83.36184.97V

-79.57

-17.29

-88.21

-30.54

30.54

-51.18

51.18

-150.01

-98.71

-145.34

-94.03

-155.18

-69.67

-172.38

-39.33

-133.04177.26-63.39-196.43113.86

-166.97

承载力抗震

S=γG S Gk +∑γQi ψCi γ

Li S Qik S=γG S Gk +γEh S Ehk 调整项S=γG S Gk +γQ1γL1S Q1k +∑γQi ψCi γLi S Qik

调整后的梁端剪力设计值对地震作用组合所

经过极差调整后的剪力进行承

载力调整

V Gb

风荷载效应S Wk

水平地震作用效应

S Ehk

由永久荷载效应控制的

组合地震作用效应与其他荷

载效应的组合由可变荷载效应控制的组合内力级差调整:强剪弱弯

S GE

左风 ④a 右风 ④b 左震⑤a 右震⑤b

右端

内力种类

S Gk ①S Qk ②右端左端

右端左端

右端左端

右端左端

右端左端

右端左端

2层CD 跨

1层AB 跨

1层BC 跨

1层CD 跨

控制截面左端

右端左端

右端左端

⑫a(b)=Max(γRE ⑪a(b ),γRE ⑨a(b))杆件编号11层AB

11层BC

11层CD

2层AB 跨

2层BC 跨

框架梁内力组合表

竖向荷载效应

内力组合

内力及承载力调整

⑥a(b)=1.35①+1.4*0.7②+1.4*0.6*F 2④a(b)⑦a(b)=1.2*①+1.4*②+1.4*0.6*F 2④a(b)

⑧a(b)=1.2①+1.4④a(b)+1.4*0.7②⑨a(b)=1.2③+1.3⑤

a(b)⑩a(b)=ηVS (M l b +M r b )/l n V=V Gb+ηVS (M l b +M r b )/l n

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