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
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
四、内力组合
四、内力组合
1、梁的内力组和合
梁的内力组合按：
① 1.2恒荷载+1.4活荷载；
② 1.2恒荷载+1.4风荷载
③ 1.2恒荷载-1.4风荷载
④ 1.2恒荷载+1.4×0.8×（风荷载+活荷载）
⑤ 1.2恒荷载+1.4×0.8×（活荷载-风荷载）
其中风荷载作用考虑左右2种组合，在表中只用+.-取值
5种不同情况取最大值恒荷载取值见表3-4，活荷载取值见表3-8，风荷载取值见表3-12；注意一：梁端弯矩组合时考虑折减0.8的系数，跨中最大弯矩取调幅后的值，风荷载考虑左右风正负弯矩的影响不进行调幅；
注意二：梁端弯距左正右负，剪力左正右负，风荷载正负无所谓；组合表4-1
2、柱的内力组合
柱的轴力计算：N=P+V，N柱顶=N上柱底+V上层梁，N柱底=N柱顶+P
P为结点集中荷载加柱自重
V为主梁传给柱的剪力
柱A的内力组合: 表4-2
柱B的内力组合：表4-3
柱C的内力组合：表3-4。