内力组合表
内力组合
九 内力组合本章中单位统一为：弯矩kN∙m ，剪力kN ，轴力kN 。
根据前面第四至八章的内力计算结果，即可进行框架各梁柱各控制截面上的内力组合，其中梁的控制截面为梁端柱边及跨中，由于对称性，每层梁取5个控制截面。
柱分为边柱和中柱，每根柱有2个控制截面。
内力组合使用的控制截面标于下图。
（一）梁内力组合1．计算过程见下页表中，弯矩以下部受拉为正，剪力以沿截面顺时针为正 注：（1）地震作用效应与重力荷载代表值的组合表达式为：Eh G E 3S .12S .1S +=其中，S GE 为相应于水平地震作用下重力荷载代表值效应的标准值。
而重力荷载代表值表达式为：∑=+=n1i ik Qi k Q G G ψG k ——恒荷载标准值； Q ik ——第i 个可变荷载标准值；ΨQi ——第i 个可变荷载的组合之系数，屋面活荷载不计入，雪荷载和楼面活荷载均为0.5。
考虑到地震有左震和右震两种情况，而在前面第八章计算地震作用内力时计算的是左震作用时的内力，则在下表中有 1.2(①+0.5②)+1.3⑤和1.2(①+0.5②)-1.3⑤两列，分别代表左震和右震参与组合。
（2）因为风荷载效应同地震作用效应相比较小，不起控制作用，则在下列组合中风荷载内力未参与，仅考虑分别由恒荷载和活荷载控制的两种组合，即1.35①+1.4×0.7③和1.2①+1.4③两列。
ABC D123452211梁内力组合计算表梁内力组合计算表（续）梁内力组合计算表（续）2．根据上表计算所得的弯矩值计算V b ，并同上表的结果比较得梁剪力设计值V ，计算过程见下表 计算公式为：G b n r b l b vb bV l /)M M (V ++=η梁剪力设计值计算表（二）柱内力组合1．计算过程见下表，弯矩以顺时针为正，轴力以受压为正柱内力组合计算表2．根据上表计算所得的弯矩值计算柱剪力设计值，计算见下表计算公式为：n rc l c vc c H /)M M (V +=η（1.1vc =η）3．根据以上计算结果，由式∑∑>b c c M M η验算强柱弱梁，若不满足，则由∑∑=b c cM Mη调整柱端弯矩设计值（ηc =1.1）计算过程见下表（M’cb 和M ’c 分别为调整后的柱端弯矩设计值）（三）内力设计值汇总1．梁内力设计值汇总2．柱内力设计值汇总。
内力组合
端点
E
D左
D右
C DE跨中 CD跨中
荷载类型
内力
恒载 -111.65 111.48 115.33 -112.67 -28.7 30.74 -9.74
5.44 157.15 -12.95
活载 -36.71 24.7 39.68 -25.55 -11.2 8.68 -0.98 -0.69 31.82 -0.43
内力 内力
荷载类型
恒载 113.14 375.48 77.3 402.2 -75.57 440.11 -63.77 466.82
14 194.58 1.88 221.3
活载 30.55 25.33 20.84 25.33 -22.39 39.34 -12.79 39.34 2.73 -0.7 0.44 -0.7
y 0.0318 0.0322 0.0585 0.0327 -0.0733 -0.0571 0.0400 0.0039 0.0907 0.0203 -0.0829
x1 0.75 0.75 0.75 0.75 0.75 0.75
0.5 0.5 0.5 0.5 0.5
x 0.78 0.78 0.78 0.78 0.78 0.78
三层柱内力组合
129.59 1095.72 115.81 1131.79 -93.45 1356.99 -96.38 1393.07 17.85 517.52
C下
端点 E上 E下 D上 D下 C上 C下
端点 E上 E下 D上 D下 C上 C下
1.61 409.33
0.47 1.02
-14.02 -22.33
一层梁内力组合
-177.13 174.10 188.91 -177.75 -56.18 53.05 -14.26 9.74 251.45 -20.21
一字型桥台计算
x-
5047.013
0
I=： γ w=:
3.2955 0.375278
t0=: 0.951768 取截面形状系数=: 8 α =： -2.70878 rm=: Ra=: 17.5 1.54 正截面强度： N=α ARa/rm=: -720.289 结构拉力效应小于荷载效应，台身需配筋 判定：
4.台底截面强度验算 采用Ⅱ级钢筋 钢筋抗拉设计强度： 钢筋的弹性模量： 墙身厚度： 按设计规范：η =： 采用φ 28 有效高度h0=:
335 200000 1.3 1 钢筋， 1.255
Mpa Mpa m ag=:
高：
5.441 m 0.045
0.045 a'g=:
取台后有车的第2'种组合： M=： 3549.265 （Knm） e0=M/P=: 0.951768 m 判定： e0>0.3h0 0.346768 e'=: 判定： 属大偏心受压 台身采用25号混凝土，Ra=: 11.5 (Mpa) 按规范： γ b=: 0.95 γ c=: 受压区高度为x=: 0.023704 Ag=: 0.004198 取台后有汽车荷载的I'组合 M=： 3650.645 （Knm） e0=M/P=: 0.897375 m x=: 0.025859 可按构造配筋 判定： 取桥上有汽车荷载的I组合 M=： 3550.378 （Knm） e0=M/P=: 0.551203 m 属大偏心受压构件 判定： 若小偏心受压构件： e=: 1.156203 求解受压区高度，解三次方程： α x3-β x2+γ x-δ =0 其中： α =： 73547.1 β =： 174141.4 γ =： 4352.279 δ =： 5047.013
0附表2+框架梁由永久荷载效应控制的内力组合表
附表2 框架梁由永久荷载效应控制的内力组合表 kN(kN·m)B梁注：恒载、（楼面）活载的荷载分项系数分别为1.35、1.4；内力组合值均乘以ro=1；为简化计算取 1.35SGk+1.0SQk进行组合。
上柱左梁右梁左梁-89.24-0.225-122.45122.45-0.12104.32-0.233-18.13-0.27520.08-14.93-0.147-28.98下柱24.5421.53-25.31-18.29-49.1426.3224.11-27.11-31.00-52.63第五层29.4724.57-27.36-33.20-53.1330.03 6.6824.72-27.49-33.52-9.03-53.3730.21 6.75-33.67-9.057.16-9.267.38-10.45上柱8.46-8.45-0.177-0.113-72.34-0.146-98.3498.34-0.09386.08-0.181-12.26-0.177 6.98-6.95-0.113-13.53下柱8.46 6.08-8.60-8.45-16.737.38 5.91-7.62-10.45-14.84第四层7.16 5.57-7.45-9.26-14.506.7511.90 5.51-7.43-9.05-13.89-14.466.6811.84-9.03-13.8211.79-13.8011.02-13.90上柱11.31-9.83-0.177-0.113-72.34-0.146-98.3498.34-0.09386.08-0.181-12.26-0.1779.33-8.09-0.113-15.74下柱11.319.09-11.44-9.83-22.2711.029.72-11.36-13.90-22.10第三层11.799.77-11.37-13.80-22.1311.849.739.81-11.44-13.82-12.29-22.2611.909.82-13.89-12.3610.06-12.6610.02-13.19上柱10.80-9.62-0.177-0.113-72.34-0.146-98.3498.34-0.09386.08-0.181-12.26-0.1778.91-7.92-0.113-15.41下柱10.808.27-10.86-9.62-21.1310.028.30-10.42-13.19-20.28第二层10.068.10-10.17-12.66-19.809.8215.688.03-10.12-12.36-16.91-19.699.7315.64-12.29-16.8915.43-16.7414.59-15.81上柱12.62-10.76-0.205-0.124-72.34-0.168-98.3498.34-0.10286.08-0.197-12.26-0.12710.34-8.85-0.077-17.10下柱7.8211.96-13.01-6.68-25.129.0412.65-13.77-9.82-26.59第一层9.5612.82-13.89-10.39-26.83恒载作用下右梁左梁右梁左梁18.13-0.254-339.16-0.086-357.29357.29-0.175324.0893.51-0.1631.66-62.25-0.325107.8958.9036.53-58.18-115.6267.10 108.3867.9636.70-59.57-108.05109.0868.2736.93-59.49-110.64109.1268.7122.3936.94-59.52-110.48-20.8468.7322.43-110.54-20.8922.43-21.0823.27-20.3525.78-28.1543.57-0.121-0.19712.26-0.193-258.42-0.065-270.68270.68-0.106244.6841.12-0.12113.85-15.15-0.19737.1125.7812.50-10.95-28.1525.26 35.7823.2712.05-11.34-20.3535.7822.4312.05-11.24-21.0835.7122.4330.4312.03-11.21-20.89-40.4222.3930.38-20.84-40.3930.19-40.1930.56-39.1030.05-45.8430.47-0.121-0.19712.26-0.193-258.42-0.065-270.68270.68-0.106244.6847.94-0.12116.14-24.66-0.19748.7530.0516.42-21.04-45.8433.52 48.1530.5616.22-21.63-39.1048.4530.1916.32-21.73-40.1948.5430.3828.4716.35-21.75-40.39-34.9730.4328.50-40.42-34.9928.69-35.0929.64-35.8029.50-42.2931.36-0.121-0.19712.26-0.193-258.42-0.065-270.68270.68-0.106244.6847.05-0.12115.85-22.76-0.19747.2829.5015.92-19.26-42.2935.1445.7629.6415.41-18.88-35.8045.4728.6915.31-18.83-35.0945.4128.5031.2315.29-18.82-34.99-42.0228.4731.22-34.97-42.0131.15-41.9830.68-41.7626.77-39.7741.10-0.133-0.23112.26-0.212-213.70-0.072-225.96225.96-0.125199.9642.68-0.08314.49-21.52-0.14448.9116.7116.61-22.60-24.7919.1249.6519.1516.86-22.72-26.0349.7619.4416.90-22.73-26.17作用下的迭代计算-122.45122.45-18.1318.13-357.29357.2921.94-30.26 2.37164.8614.37-82.10 -100.5192.19-15.76182.99-342.92275.19-76.37159.85q35.65q19.88q45.38 1/8ql*l183.671/8ql*l27.061/8ql*l535.93跨中-87.32跨中72.31跨中-226.87左端剪力115.73左端剪力-17.88左端剪力227.52右端剪力-113.14右端剪力-83.48右端剪力-213.58-51.72113.51-98.3498.34-12.2612.26-270.68270.683.59-9.35 6.7956.9612.84-10.40-94.7588.99-5.4769.22-257.84260.28-31.9575.21q28.63q13.51q34.38 1/8ql*l147.501/8ql*l18.391/8ql*l406.02跨中-55.63跨中18.95跨中-146.96左端剪力92.80左端剪力 2.97左端剪力166.84右端剪力-91.01右端剪力-41.61右端剪力-167.34-36.8283.25-98.3498.34-12.2612.26-270.68270.688.19-13.06 4.0374.8310.95-27.15-90.1585.28-8.2387.09-259.73243.53-40.0889.34q28.63q13.51q34.38 1/8ql*l147.501/8ql*l18.391/8ql*l406.02跨中-59.79跨中29.27跨中-154.39左端剪力92.66左端剪力-1.61左端剪力168.75右端剪力-91.14右端剪力-46.19右端剪力-165.42-38.4887.37-98.3498.34-12.2612.26-270.68270.685.94-12.216.0371.1311.77-22.34-92.4086.13-6.2383.39-258.91248.34-29.2088.17q28.63q13.51q34.38 1/8ql*l147.501/8ql*l18.391/8ql*l406.02跨中-58.24跨中26.42跨中-152.40左端剪力92.88左端剪力-1.09左端剪力168.17右端剪力-90.93右端剪力-45.67右端剪力-166.00-46.1190.92-98.3498.34-12.2612.26-225.96225.9611.74-14.97-3.8972.7011.07-28.57-86.6083.37-16.1584.96-214.89197.39-20.7938.88q28.63q13.51q28.70 1/8ql*l147.501/8ql*l18.391/8ql*l338.94跨中-62.52跨中32.17跨中-132.80左端剪力92.40左端剪力 1.44左端剪力141.28右端剪力-91.40右端剪力-43.14右端剪力-137.68-241.92 -152.22 -82.10 -101.69 -115.82 -110.37-111.97 -119.01 -52.34。
毕设内力组合表格
由可变荷载效应控制的组合 S=γGSGk+γQ1γL1SQ1k+∑γQiψCiγLiSQik ⑦a(b)=1.2*①+1.4*② +1.4*0.6*F2④a(b)
⑦a左风 ⑦b右风
①
②
③
左风 ④a 右风 ④b
左震⑤a
右震⑤b
⑧a(b)=1.2①+1.4④ a(b)+1.4*0.7② ⑧a左风 -46.66 104.79 140.69 128.13 -132.74 -20.10 32.64 13.29 30.27 -31.65 -80.17 113.38 129.81 98.88 -122.27 119.51 19.71 69.16 231.63 -123.69 100.41 -55.07 5.43 125.62 -108.06 54.37 67.85 113.64 263.34 -162.13 98.56 26.20 70.15 208.69 -117.20 85.93 -45.24 6.07 112.48 -98.22 38.35 73.89 115.81 237.67 ⑧b右风 -92.50 118.11 140.13 83.40 -119.42 -31.86 41.04 13.29 18.51 -23.25 -125.15 126.78 129.25 52.78 -108.87 -224.60 118.69 61.60 -97.36 -24.71 -113.81 97.94 5.43 -88.60 44.96 -274.62 166.83 106.08 -80.77 -63.15 -200.78 111.98 62.45 -75.26 -31.42 -100.41 87.76 6.07 -73.58 34.78 -244.84 159.41 108.25 -60.64
内力组合(框架柱内力组合表)
-52.00
-12.39
-4.9 7.6
底 N 464.97 117.62(100.31) -4.9
柱 M 52.00
12.39
-15.2
4
顶 柱
N M
649.09 176.61(159.30)
-52.00
-12.39
-5.2 12.4
底 N 734.74 176.61(159.30) -5.2
柱 M 52.00
17.80
33.6 21.2
底 N ####### 283.26(283.24) 33.6
柱 M -77.48
-19.54
-34.5
1
顶 柱
N ####### 340.15(340.13)
M 38.74
9.77
47.7 67.0
底 N ####### 340.15(340.13) 47.7
表6-5（a
柱 M -81.40
-21.53
-21.4
3
顶 柱
N M
879.34 80.91
226.62(226.6) 21.04
21.7 17.5
底 N 993.54 226.62(226.6) 21.7
柱 M -76.72
-20.00
-25.9
2
顶 柱
N ####### 283.26(283.24)
M 71.36
28.42 -28.42 -69.03 -71.55
###### 12.01 160.21 161.27
###### 95.63 67.10 77.25
###### 40.24 382.59 387.00
63.75 -63.75 -67.84 -74.62
【精品文档类】框架梁的内力组合表
框架梁的内力组合：层次截面位置内力GKSQKSwKSEKSwKGKSS4.12.1+)85.0(2.1wKQKGKSSS++QKGKSS4.12.1+EKGKSS3.12.1+控制值调幅后的值第六层FM-75.96 -23.92- ±5.31 ±19.34 -83.72 -98.59 -106.17 -116.79 -124.64 -66.01 -116.29 ±124.64 ±105.94 V86.30 27.74 μ0.99 μ3.65 102.17 104.95 126.15 128.13 142.40 98.82 108.31 142.40 170.88左LM-139.82 -44.89- ±3.04 ±11.28 -163.53 -172.04 -202.90 -208.98 -230.63 -153.12 -182.45 ±230.63 ±196.04 V101.50 32.74 μ0.99 μ3.65 120.41 123.19 148.64 150.62 167.64 117.06 126.55 167.64 201.17右LM-108.77 -35.14- ±5.16 ±17.41 -123.30 -137.75 -155.23 -165.55 -179.72 -107.89 -153.16 ±179.72 ±152.76 V80.67 26.05 μ1.87 μ6.58 94.18 99.42 117.08 120.82 133.27 88.25 105.36 132.27 159.92 'FM-27.15 -8.47 ±6.06 ±22.06 -21.4 -41.06 -33.72 -45.84 -44.44 -3.90 -61.26 ±45.84 ±38.96 V53.47 17.15 μ1.87 μ6.58 61.55 66.78 76.87 80.61 88.17 52.61 69.72 88.17 105.86 跨中FLM89.29 29.09 1.14 -4.03 108.74 133.01 121.97 112.39 133.01 159.61 LRM32.64 10.59 -0.45 -2.33 38.54 47.72 53.99 36.14 53.99 64.79第五层FM-117.00 -32.74 ±14.43 ±33.92 -120.20 -160.60 -153.80 -182.66 -186.24 -96.30 -184.50 ±186.24 ±158.30 V102.93 28.78 μ2.29 μ6.03 120.31 126.72 145.69 150.27 163.81 115.68 131.36 163.81 196.57左LM-160.53 -45.04 ±4.78 ±16.73 -185.94 -199.33 -226.14 -235.70 -255.69 -170.89 -214.39 ±255.69 ±217.34 V113.25 31.70 μ2.29 μ6.03 132.69 139.11 160.56 165.14 180.28 128.06 143.74 180.28 216.34右LM-109.96 -30.67 ±18.63 ±53.07 -105.87 -158.03 -139.39 -176.65 -174.89 -62.96 -200.94 ±200.94 ±170.80 V85.90 24.57 μ5.90 μ16.25 94.82 111.34 118.06 129.86 137.48 81.96 124.21 137.48 164.98 'FM-45.90 -12.84 ±16.79 ±41.41 -31.57 -78.59 -49.20 -82.78 -73.06 -1.25 -108.91 ±108.91 ±92.57 V66.54 18.63 μ5.90 μ16.25 71.59 81.11 89.78 101.58 105.93 58.72 100.97 105.93 127.12 跨中FLM88.26 24.61 4.83 8.60 112.67 131.66 140.37 117.09 140.37 168.44 LRM37.9 10.64 0.92 5.83 46.77 55.44 60.38 53.06 60.38 72.46第四层FM-118.43 -33.13 ±24.89 ±64.04 -107.27 -176.96 -145.39 -195.17 -188.50 -58.86 -225.37 ±225.37 ±191.56 V103.14 28.85 μ5.07 μ11.40 116.67 130.87 143.22 153.36 164.16 108.95 138.59 164.16 196.99左LM-160.14 -44.80 ±17.71 ±31.76 -167.37 -216.96 -204.54 -239.96 -254.89 -149.88 -234.46 ±254.89 ±216.66 V113.08 31.63 μ5.07 μ11.40 128.60 142.79 157.51 167.65 179.98 120.88 150.52 179.98 215.98右LM-110.24 -30.83 ±19.35 ±61.93 -105.20 -159.38 -139.14 -177.78 -175.45 -51.78 -212.80 ±212.80 ±180.88 V87.78 24.55 μ7.99 μ22.39 94.15 116.52 117.21 134.19 139.71 76.23 134.44 139.71 167.65 'FM-46.87 -13.12 ±28.59 ±72.42 -16.22 -96.25 -38.81 -95.99 -74.61 34.90 -147.39 ±147.39 ±125.28 V66.66 18.65 μ7.99 μ22.39 68.81 91.18 81.15 103.83 106.10 50.89 109.10 109.10 130.92 跨中FLM87.74 24.53 3.59 16.14 110.31 129.73 139.63 126.27 139.63 167.56 LRM37.27 10.42 -4.62 -5.25 38.26 48.96 59.31 37.90 59.31 71.17第三层FM-124.09 -34.09 ±34.75 ±75.81 -100.26 -197.56 -143.13 -212.63 -196.63 -50.36 -247.46 ±247.46 ±210.34 V103.95 29.33 μ7.39 μ14.10 114.39 135.09 142.38 157.06 165.80 106.41 143.07 165.80 198.96左LM-159.05 -41.77 ±27.30 ±42.65 -152.64 -229.08 -199.06 -253.66 -249.34 -135.42 -246.31 ±253.66 ±215.61 V112.27 31.15 μ7.39 μ14.10 124.38 145.07 153.81 168.59 178.33 116.39 153.05 178.33 214.00右LM-106.39 -31.68 ±28.36 ±80.59 -87.59 -167.75 -126.24 -182.96 -172.02 -22.90 -232.44 ±232.44 ±197.57 V86.54 24.53 μ11.62 μ28.64 87.58 120.12 113.08 136.32 138.19 66.62 141.08 141.08 169.30 'FM-50.50 -14.13 ±41.36 ±91.27 -2.70 -118.50 -31.25 -113.97 -80.38 58.05 -179.25 ±179.25 ±152.36 V67.90 18.67 μ11.62 μ28.64 65.21 97.75 85.73 108.97 107.62 44.25 118.71 118.71 142.45 跨中FLM85.46 25.57 3.73 16.58 107.77 128.02 138.35 124.11 138.35 166.19 LRM37.38 9.47 -6.50 -5.34 35.76 46.41 58.11 37.91 58.11 69.73第二层FM-127.59 -35.44 ±42.21 ±88.54 -94.01 -212.20 -141.02 -225.44 -202.72 -38.01 -268.21 ±268.21 ±227.98 V104.41 29.18 μ9.50 μ16.12 111.99 139.22 140.60 159.60 166.14 104.34 146.25 166.14 199.37左LM-158.65 -44.38 ±37.63 ±46.84 -137.70 -243.06 -190.47 -265.73 -252.51 -129.49 -251.27 ±265.73 ±225.87 V111.81 31.30 μ9.50 μ16.12 120.87 147.47 151.28 170.28 177.99 113.22 155.13 177.99 213.59 右L M-103.04 -28.93 ±45.22 ±96.70 -60.34 -186.96 -102.93 -193.37 -164.01 2.06 -249.36 ±249.36 ±211.96框架外柱的内力组合：层次控制截面内力A 轴 外 柱GK SQK SwK S EK S wK GK S S 4.12.1+ )85.0(2.1wK QK GK S S S ++ QK GK S S 4.12.1+)(3.12.1max M S S EK GK +控制值调幅后的值第六层 上M -75.96 -23.92 ±5.31 ±19.34 -83.72 -98.59 -106.17 -116.79 -124.64 -66.01 -116.29 -124.64 137.10 N 86.30 27.74 ±0.99 ±3.65 104.95 102.17 128.13 126.15 142.40 108.31 98.82 142.40 142.40 下M -58.50 -13.67 μ3.04 μ11.05 -74.46 -65.94 -84.86 -78.78 -89.34 -84.57 -55.84 -89.34 -98.27 N 106.93 48.73 ±0.99 ±3.65 129.74 126.97 170.73 168.75 196.54 133.10 123.61 196.54 196.54 V 86.30 27.74 μ0.99 μ3.65 102.17 104.95 126.15 128.13 196.54 98.82 108.31 142.40 156.64 第五 层上M -58.50 -13.67 ±11.39 ±22.87 -54.25 -86.15 -70.43 -93.21 -89.34 -40.47 -99.93 -99.93 109.92 N 209.86 77.15 ±3.28 ±9.68 256.42 247.24 320.69 314.13 359.84 264.42 239.25 359.84 359.84 下M -63.91 -17.88 μ8.25 μ31.58 -108.24 -85.14 -100.14 -83.64 -101.72 -117.75 -35.64 -117.75 -129.53 N 230.91 97.78 ±3.28 ±9.68 281.18 272.00 362.98 356.42 413.48 289.17 260.00 413.48 413.48 V 102.93 28.78 μ2.29 μ6.03 120.31 126.72 145.69 150.27 163.81 115.68 131.36 163.81 180.19 第四层上M -54.52 -12.25 ±16.64 ±32.46 -33.13 -97.72 -67.75 -90.03 -86.77 -23.23 -107.62 -107.62 118.38 N 333.63 126.63 ±8.35 ±21.08 412.05 388.67 516.34 499.64 539.65 427.76 372.95 539.65 539.65 下M -55.28 -15.04 μ13.62 μ39.67 -85.40 -47.29 -92.74 -65.50 -87.39 -117.91 -14.77 -117.91 -129.70 N 354.26 147.26 ±8.35 ±21.08 436.80 413.42 558.63 541.93 631.28 452.52 397.71 631.28 631.28 V 103.14 28.85 ±5.07 ±11.40 120.67 134.87 143.22 153.36 164.16 108.95 138.59 164.16 180.57 第三层上M -68.81 -19.05 ±21.13 ±36.14 -52.99 -112.15 -80.63 -122.89 -112.24 -38.59 -132.55 -132.55 145.81 N 458.21 176.59 ±15.74 ±35.18 571.89 527.82 715.69 684.21 797.08 595.59 504.12 797.08 797.08 下M -63.80 -19.02 μ17.29 μ44.17 -100.77 -52.35 -110.02 -75.44 -103.19 -133.98 -19.14 -133.98 147.38 N483.17201.55±15.74 ±35.18620.11557.77766.86735.38861.97625.54534.07861.97861.97框架外柱的内力组合：层次控制截面内力C 轴 外 柱GK SQK SwK S EK S wK GK S S 4.12.1+ )85.0(2.1wK QK GK S S S ++ QK GK S S 4.12.1+)(3.12.1max M S S EK GK + 控制值调幅后的值第六层 上M -27.15 -8.47 ±6.06 ±22.06 -24.10 -41.06 -33.72 -45.84 -44.44 -3.90 -61.26 -61.26 67.39 N 53.47 17.15 ±1.87 ±6.58 66.78 61.55 80.61 76.87 88.17 72.72 55.61 88.17 151.83 下M -22.95 -6.42 μ4.04 μ14.71 -33.20 -21.88 -37.04 -28.96 -36.53 -46.66 -8.42 -46.66 51.33 N 74.10 37.78 ±1.87 ±6.58 91.54 86.30 122.90 119.16 141.81 97.47 80.37 205.47 205.47 V 53.47 17.15 μ1.87 μ6.58 61.55 66.78 76.87 80.61 88.17 55.61 72.72 88.17 167.01 第五 层上M -22.95 -6.42 ±12.75 ±26.70 -9.69 45.39 -20.25 -45.75 -36.53 7.17 62.25 62.25 68.48 N 140.64 56.41 ±7.77 ±22.83 179.65 157.89 224.49 208.95 247.74 198.46 139.07 247.74 389.27 下M -25.54 -7.15 μ9.62 μ35.40 -44.12 -17.18 -46.35 -27.11 -40.66 -76.67 15.37 -76.67 84.34 N 161.27 77.04 ±7.77 ±22.83 204.40 182.65 226.78 251.24 301.38 223.22 163.83 301.38 442.91 V 66.54 18.63 μ5.90 μ16.25 71.59 88.11 89.78 101.58 105.93 58.72 100.97 105.93 206.58 第四层上M -21.33 -5.97 ±18.97 ±37.02 0.96 -52.15 -11.70 49.64 -33.95 22.53 -73.72 -73.72 81.09 N 227.93 95.69 ±15.76 ±45.22 295.58 251.45 370.61 339.09 407.48 332.30 214.73 407.48 626.88 下M -22.73 -6.36 μ15.52 μ45.24 -49.00 -5.55 -48.20 -17.16 -36.18 -86.09 31.54 -86.09 94.70 N 248.56 116.32 ±15.76 ±45.22 320.34 276.21 412.90 381.38 461.12 257.06 239.49 461.12 680.51 V 66.66 18.65 ±7.99 ±22.39 68.81 91.18 87.85 103.83 106.10 50.89 109.10 109.10 202.37 第三层上M -27.77 -7.77 ±25.84 ±46.30 2.85 -69.50 -14.09 -65.77 -44.20 -26.87 -93.51 -93.51 102.86 N 316.46 134.99 ±27.38 ±73.86 418.08 341.42 521.87 467.11 568.74 475.77 283.73 568.74 866.00 下M-26.40-7.38μ22.01 μ54.03-62.49-0.87-59.96-15.94-42.01-101.9238.56-101.92112.11N 341.42 159.95 ±27.38 ±73.86 448.04 371.37 573.04 518.28 633.63 505.72 313.69 633.63 753.52 V 67.90 18.67 μ11.62 μ28.64 65.21 97.75 85.73 108.97 107.62 44.25 118.71 118.71 204.04 第二 层上M -26.40 -7.38 ±33.52 ±55.28 15.25 -78.61 -4.43 -71.47 -42.01 40.18 -103.54 -103.54 113.89 N 410.27 179.20 ±47.73 ±108.20 559.15 425.50 692.37 596.91 743.20 632.98 351.66 743.20 1118.33 下M -30.09 -8.41 μ28.55 μ55.28 -76.08 3.86 -71.81 -14.71 -47.88 -107.97 35.76 -107.97 118.78 N 453.23 204.16 ±47.73 ±108.20 589.10 455.45 743.54 648.08 767.27 662.94 381.62 767.27 1183.23 V 68.85 19.25 μ16.35 μ34.34 59.73 105.51 82.63 86.08 115.33 37.98 127.26 127.26 206.18 第一层上M -18.16 -5.07 ±0.00 ±40.57 -21.79 -21.79 -26.10 -26.10 -28.89 30.68 -74.53 -74.53 81.98 N 503.08 223.21 ±0.00 ±138.28 603.70 603.70 793.42 793.42 916.19 783.46 423.93 916.19 1369.19 下 M -9.08 -2.54 μ0.00 μ82.36 -10.90 -10.90 -13.06 -13.06 -14.45 -117.96 96.17 -117.96 -129.76 N 528.04 248.17 ±0.00 ±138.28 633.65 633.65 844.75 844.75 981.07 813.41 453.88 981.07 987.01 V67.85 19.05 μ0.00μ30.0851.42 51.42 97.61 97.61 108.09 42.32 120.52 120.52 132.57框架内柱的内力组合：层次控制截面内力B 轴 内 柱GK SQK SwK S EK S wK GK S S 4.12.1+ )85.0(2.1wK QK GK S S S ++ QK GK S S 4.12.1+)(3.12.1max M S S EK GK + 控制值调幅后的值第六层上M -31.05 -9.75 ±8.20 ±28.69 -25.78 -48.74 -37.35 -53.75 -50.91 0.04 -74.55 74.55 82.01 N 182.17 58.97 ±2.86 ±10.23 222.61 214.60 271.44 265.72 300.91 231.90 205.31 300.91 300.91 下M -35.91 -7.58 μ6.71 μ23.47 21.70 40.49 17.94 31.36 -41.70 0.58 61.60 61.60 67.76 N223.43100.05±2.86 ±10.23272.12264.11356.02350.30408.19281.31254.82408.19408.91。
梁内力组合表(有公式)
BC跨 梁左端 V
13.34 5.63 -2.75 2.75 16.16 -161.23 161.23 —— —— —— —— —— —— —— —— —— —— 25.38 26.20 23.53 228.99
跨中 M
3.73 1.76 0 0 4.61 0 0 —— —— —— —— —— —— 6.20 6.76 6.94 5.53 —— —— —— ——
竖向恒载 竖向活载 风荷（左） 风荷（右） 重荷 地震（左） 地震（右）
梁端-Mmax
梁端+Mmax
跨中+Mmax
梁端Vmax
杆件名称 截面位置
内力组合
梁左端 M ① ② ③ ④ ⑤ ⑥ ⑦ 1 2 3 4 5 6
-48.8 -15.68 4.62 -4.62 -56.64 239.89 -239.89 -80.39 -84.39 -81.25 -379.83 -42.33 263.06
梁右端 M
-49.89 -16.13 -2.8 2.8 -57.95 -164.86 164.86 -79.60 -84.80 -83.16 -283.86 -45.97 164.43 —— —— —— —— —— —— —— ——
V
-62.92 -23.47 -1 1 -74.66 -58.65 58.65 —— —— —— —— —— —— —— —— —— —— -99.90 -109.20 -107.94 -165.84
梁右端 M
-48.1 -15.54 -4.6 4.6 -55.87
V
-63.2 -23.57 -1.71 1.71 -74.99
-78.12 78.12 —— —— —— —— —— —— —— —— —— —— 99.60 108.37 106.52 189.97
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表4.１横向框架A柱弯矩和轴力组合表横向框架A柱弯矩和轴力组合表层次截面位置内力SGk SQkSwk1.2SGk+1.4(SQk+Swk)1.35SGk+SQk1.2SGk+1.4SQk∣Mmax∣与相应NNmin与相应的MNmax与相应的M →←5 柱顶M 133.9435.60 2.04 2.04208.15203.01216.42210.57216.42203.01216.42 N 261.3855.450.420.42384.05382.99408.31391.29408.31382.99408.31柱底M 74.2424.300.590.59120.45118.96124.52123.11124.52118.96124.52 N 293.7855.450.420.42422.93421.87452.05430.17452.05421.87452.054 柱顶M 38.7918.10 3.73 3.7374.0564.6570.4771.8974.0564.6570.47 N 478.27111.60 1.86 1.86716.88712.20757.26730.16716.88712.20757.26柱底M 53.2620.63 1.79 1.7992.1687.6592.5392.7992.7987.6592.53 N 510.67111.60 1.86 1.86755.76751.08801.00769.04769.04751.08801.003 柱顶M 53.2620.63 5.04 5.0496.2683.5692.5392.7996.2683.5692.53 N 694.70167.64 4.06 4.061049.981039.751105.491068.341049.981039.751105.49柱底M 49.9319.34 3.36 3.3688.5280.0586.7586.9988.5280.0586.75 N 727.10167.64 4.06 4.061087.811078.631149.231107.221087.811078.631149.232 柱顶M 58.0922.51 5.36 5.36104.8291.32100.93101.22104.8291.3291.32N 911.28223.74 6.96 6.961384.221366.681453.971406.771384.221366.681366.68柱底M 77.4930.01 4.52 4.52136.50125.11134.62135.00136.50125.11134.62 N 943.68223.74 6.96 6.961423.101405.561497.711445.651423.101405.561497.711 柱顶M 19.67.597.297.2942.2723.9034.0534.1542.2723.9034.05 N 1126.74279.4210.810.81717.761690.551800.521743.281717.761690.551800.52柱底M 9.80 3.8017.6717.6738.81-5.7217.0317.0838.81-5.7217.03 N 1169.94279.4210.810.81769.601742.391858.841795.121769.601742.391858.84表4.２横向框架B柱弯矩和轴力组合表横向框架B柱弯矩和轴力组合表层次截面位置内力SGk SQkSwk1.2SGk+1.4(SQk+Swk) 1.35SGk+SQk 1.2SGk+1.4SQk ∣Mmax∣与相应N Nmin与相应的M Nmax与相应的M →←5 柱顶M 95.29 25.54 3.93 3.93 151.48 141.58 154.18 150.10 154.18 141.58 154.18 N 282.70 88.83 0.71 0.71 452.06 450.27 470.48 463.60 470.48 450.27 470.48 柱底M 56.07 18.41 2.40 2.40 93.50 87.46 94.10 93.06 94.10 87.46 94.10 N 315.10 88.83 0.710 0.710 490.94 489.15 514.22 502.48 514.22 489.15 514.224 柱顶M 40.05 16.07 7.57 7.57 77.85 58.77 70.14 70.56 77.85 58.77 70.14 N 597.42 178.97 2.24 2.24 945.23 939.58 985.49 967.46 945.23 939.58 985.49 柱底M 44.53 16.74 5.69 5.69 81.70 67.36 76.86 76.87 81.70 67.36 76.86 N 629.82 178.97 2.24 2.24 984.11 978.46 1029.23 1006.34 984.11 978.46 1029.233 柱顶M 44.53 16.74 10.51 10.51 87.77 61.29 76.86 76.87 87.77 61.29 76.86 N 911.6 269.22 5.01 5.01 1439.45 1426.83 1499.88 1470.83 1439.45 1426.83 1499.88 柱底M 43.61 16.40 9.67 9.67 85.18 60.81 75.27 75.29 85.18 60.81 75.27 N 944.00 269.22 5.01 5.01 1478.33 1465.71 1543.62 1509.71 1478.33 1465.71 1543.622 柱顶M 46.90 17.63 13.55 13.55 95.57 61.42 80.95 80.96 95.57 61.42 80.95N 1226.62 359.41 9.14 9.14 1936.32 1913.28 2015.35 1975.12 1936.32 1913.28 2015.35柱底M 61.11 22.03 4.52 4.52 118.16 84.02 104.53 104.17 118.16 84.02 104.53 N 1259.02 359.41 6.96 6.96 1975.20 1952.16 2059.09 2014.00 1975.20 1952.16 2059.091 柱顶M 15.22 5.91 7.29 7.29 46.97 4.45 26.46 26.53 46.97 4.45 26.46 N 1536.28 450.01 10.8 10.8 2433.76 2387.34 2523.99 2473.55 2433.76 2387.34 2523.99 柱底M 7.61 2.96 17.67 17.67 38.84 -13.12 13.23 13.28 38.84 -13.12 13.23 N 1579.48 450.01 10.8 10.8 2485.60 2439.18 2582.31 2525.39 2485.60 2439.18 2582.31表4.３横向框架A柱剪力组合表横向框架A柱剪力组合表层次SGk SQkSwk 1.2SGk+1.4(SQk+Swk)1.35SGk +SQk 1.2SGk +1.4SQk →←5 57.8316.640.730.7391.2889.4494.7192.69 4 25.5710.74 1.53 1.5346.1442.2945.2645.72 3 28.6611.1 2.33 2.3351.3145.4449.7949.93 2 37.6614.59 3.14 3.1467.5359.6265.4365.62 1 5.71 2.37 5.2 5.216.39 3.2910.0810.17表4.4横向框架B柱剪力组合表横向框架B柱剪力组合表层次SGk SQkSwk 1.2SGk+1.4(SQk+Swk)1.35SGk +SQk 1.2SGk +1.4SQk →←5 42.04 12.21 1.76 1.76 68.05 63.62 68.0502 67.54 4 23.49 9.11 3.68 3.68 44.30 35.03 44.3034 40.94 3 24.48 9.21 5.61 5.61 48.05 33.91 48.0492 42.27 2 30.00 8.34 7.53 7.53 56.00 37.02 55.9962 47.68 1 4.76 1.85 7.81 7.81 17.88 -1.80 17.8836 8.304.5 框架梁内力组合表框架梁内力组合表层次截面位置内力SGk SQkSwk 1.2SGk+1.4(SQk+Swk)1.35SGk+SQk1.2SGk+1.4SQkMmax 与相应的VMmin 与相应的V|V|max 与相应的 M→←一层AM 77.67 30.01 11.81 11.81 145.90 116.14 134.86 135.218 145.90 116.14 116.14 V 85.65 33.89 3.84 3.84 150.32 140.64 149.52 150.23 150.32 140.64 140.64 B左M 86.93 33.65 21.49 21.49 173.79 119.64 151.01 151.43 173.79 119.64 119.64 V 88.51 35.07 3.84 3.84 155.24 145.56 154.56 155.31 155.24 145.56 145.56 B右M 25.62 11.29 21.74 21.74 72.31 17.63 45.88 46.55 72.31 17.63 17.63 V 14.96 6.34 13.12 13.12 42.47 9.41 26.54 26.83 42.47 9.41 9.41 跨间MAB 80.66 31.34 16.65 16.65 157.26 115.30 140.23 140.67 157.26 115.30 140.23 MBC 9.55 10.61 0 0 24.83 24.83 23.50 26.31 24.83 24.83 23.50三层AM 85.21 33.01 6.83 6.83 152.45 135.24 148.04 148.47 152.45 135.24 135.24 V 86.48 34.24 2.88 2.88 150.51 143.25 150.95 151.68 150.51 143.25 143.25 B左M 88.38 34.44 11.45 11.45 163.88 135.02 153.75 154.27 163.88 135.02 135.02 V 87.54 34.72 2.88 2.88 152.42 145.17 152.90 153.66 152.42 145.17 145.17 B右M 25.62 7.65 11.56 11.56 54.95 25.82 42.24 41.45 54.95 25.82 25.82 V 14.96 6.34 10.87 10.87 39.64 12.24 26.54 26.83 39.64 12.24 12.24跨间MAB 73.74 28.56 9.14 9.14 135.99 112.96 128.11 128.47 135.99 112.96 128.11 MBC 3.19 5.51 0 0 10.32 10.32 9.47 11.04 10.32 10.32 9.47五层AM 107.15 28.48 2.04 2.04 167.04 161.89 173.13 168.45 173.13 161.89 161.89 V 126.89 33.79 0.69 0.69 195.71 193.97 205.09 199.57 205.09 193.97 193.97 B左M 127.98 33.48 1.13 1.13 197.18 194.34 206.25 200.45 206.25 194.34 194.34 V 133.83 35.45 0.69 0.69 206.13 204.39 216.12 210.23 216.12 204.39 204.39 B右M 51.74 13.05 2.80 2.80 82.06 75.00 82.90 80.36 82.90 75.00 75.00 V 22.70 5.07 2.63 2.63 36.94 30.31 35.72 34.34 35.72 30.31 30.31 跨间MAB 128.58 32.60 1.59 1.59 216.35 174.39 206.18 199.94 216.35 174.39 206.18 MBC 21.34 14.51 0 0 43.89 43.89 43.32 45.92 43.89 43.89 43.32。