毕设内力组合表格

5.4 内力组合《抗震规范》第5.4条规定如下。

5.4截面抗震验算5.4.1 结构构件的地震作用效应和其他荷载效应的基本组合，应按下式计算：G GE Eh Ehk Ev Evk w w wkS S S S S γγγψγ=+++ （5.4.1）式中： S ——结构构件内力组合的设计值，包括组合的弯矩、轴向力和剪力设计值；γG ——重力荷载分项系数，一般情况应采用1.2，当重力荷载效应对构件承载能力有利时，不应大于1.0； γEh 、γEv ——分别为水平、竖向地震作用分项系数，应按表5.4.1 采用； γw ——风荷载分项系数，应采用1.4；s GE ——重力荷载代表值的效应，有吊车时尚应包括悬吊物重力标准值的效应； s Ehk ——水平地震作用标准值的效应，尚应乘以相应的增大系数或调整系数； s Evk ——竖向地震作用标准值的效应，尚应乘以相应的增大系数或调整系数； s wk ——风荷载标准值的效应 ；ψw ——风荷载组合值系数，一般结构取0.0，风荷载起控制作用的高层建筑应采用0.2。

注：本规范一般略去表示水平方向的下标。

表5.4.1 地震作用分项系数5.4.2 结构构件的截面抗震验算，应采用下列设计表达式：RE RS γ=式中： γRE ——承载力抗震调整系数，除另有规定外，应按表5.4.2采用；R ——结构构件承载力设计值。

表5.4.2 承载力抗震调整系数5.4.3 当仅计算竖向地震作用时，各类结构构件承载力抗震调整系数均宜采用1.0。

本次毕业设计，各截面不同内力的承载力抗震调整系数取值如下表结构安全等级设为二级，故结构重要性系数为0 1.0γ=根据《建筑结构荷载规范》和《建筑抗震设计规范》，组合三种工况：恒荷载控制下、活荷载控制下和有地震作用参加的组合。

其具体组合方法如下： 恒荷载控制下：Gk Qk S 1.35S 1.40.7S =+⨯ 活荷载控制下：Gk Qk S 1.2S 1.4S =+有地震作用参加的：Gk Qk Ehk S 1.2(S 0.5S ) 1.3S =+± Gk Qk Ehk S 1.0(S 0.5S ) 1.3S =+±对柱进行非抗震内力组合时，根据规范，对活载布置计算的荷载进行折减，折减系数由上而下分别为 1.0，0.85，0.85，0.7，0.7。

“√”表示该项荷载参与内力组合,以下表中符号表示相同意思。

M单位为kN M ，N单位为kN ，V单位为kN 。

续表1第141 页续表2第141 页第141 页第141 页杆件及截面编号恒载活载风载吊车1（左跨）吊车2（右跨）左风右风左刹车右刹车R MaxAB柱R MaxDC柱左刹车右刹车R MaxDC柱R MaxE柱边柱AB截面M上标准值M -22.738-33.453 11.288 -7.126 -7.657 7.657 30.521 12.082 1.152 -1.152 1.278 -2.765 N -19.49 -23.054 0.063 -0.330 -0.449 0.499 0.894 -1.288 -0.661 0.661 0.971 -2.601V -6.561 -9.652 -0.397 -0.438 1.433 -1.433 -10.095 -4.533 -2.322 2.322 2.704 -2.609 组合1MaxM+选项√√√√√√M -1.2×22.738＋0.9×1.4(11.288+7.657+30.521+1.152+1.278)= 38.103N -1.2×19.49＋0.9×1.4(0.063+0.499+0.894-0.661+0.971)= -21.163V -1.2×6.561＋0.9×1.4(-0.397-1.433-10.095-2.322+2.704)= -22.417组合2MaxM-选项√√√√√M -1.2×22.738＋0.9×1.4(-33.453-7.126-1.152-2.756)= -83.339N -1.2×19.49＋0.9×1.4(-23.054-0.33+0.661-2.601)= -55.296V -1.2×6.561＋0.9×1.4(-9.652-0.438+2.322-2.609)= -20.948组合3MaxN+选项√√√√√√M -1.2×22.738＋0.9×1.4(11.288+7.657+30.521-1.152+1.278)= 35.2N -1.2×19.49＋0.9×1.4(0.063+0.499+0.894-0.661+0.971)= -21.163V -1.2×6.561＋0.9×1.4(-0.397-1.433-10.095-2.322+2.704)= -22.417组合4选项√√√√√√√M -1.2×22.738＋0.9×1.4(-33.453-7.126-7.659+12.082+1.152-2.765)= -74.875N -1.2×19.49＋0.9×1.4(-23.054-0.33-0.449-1.288-0.661-2.601)= -59.151第141 页MaxN-V -1.2×6.561＋0.9×1.4(-9.652-0.438+1.433-4.533-2.322-2.609)= -30.706杆件及截面编号恒载活载风载吊车1（左跨）吊车2（右跨）左风右风左刹车右刹车R MaxAB柱R MaxDC柱左刹车右刹车R MaxDC柱R MaxE柱边柱AB 截面(B)标准值M 35.865 52.766 4.855 7.219 4.647 -4.467 -9.289 -8.367 7.182 -7.182 -8.691 8.244N -23.713 -23.054 0.063 -0.330 -0.499 0.499 0.894 -1.288 -0.661 0.661 0.971 -2.601V -6.561 -9.652 -3.677 1.614 1.433 1.433 -10.095 -4.533 -2.322 2.322 2.704 -2.609 组合1MaxM+选项√√√√√M 1.2×35.865＋0.9×1.4(52.766+7.219+7.182+8.244)= 138.056N -1.2×23.713＋0.9×1.4(-23.054-0.33-0.661-2.601)= -62.03V -1.2×6.561＋0.9×1.4(-9.652+1.614-2.322-2.609)= -24.214组合2MaxM-选项√√√√√M 1.2×35.865＋0.9×1.4(-4.467-9.289-7.182-8.691)= 5.705N -1.2×23.713＋0.9×1.4(0.499+0.894+0.661+0.971)= -24.644V -1.2×6.561＋0.9×1.4(1.433-10.095+2.322+2.704)= -12.455组合3MaxN+选项√√√√√√M 1.2×35.865＋0.9×1.4(4.855-4.467-9.289-7.182-8.691)= 11.823N -1.2×23.713＋0.9×1.4(0.063+0.499+0.894+0.661+0.971)= -24.565V -1.2×6.561＋0.9×1.4(-3.677-9.652+1.614-2.322-2.609)= -28.847组合4选项√√√√√√√M 1.2×35.865＋0.9×1.4(52.766+7.219+4.467-8.367+7.182+8.244)= 133.142第141 页第141 页第141 页第141 页第141 页第141 页第141 页第141 页第 141 页Max N -N -1.2×6.651＋0.9×1.4（-9.652-3.677-1.433-10.095-2.322-2.609）= -45.514 V1.2×18.129＋0.9×1.4（23.054-0.063-0.449-0.894+0.661+2.601）= 53.141杆件及截面编号恒载活载风 载 吊 车1（ 左 跨 ） 吊 车2（ 右 跨 ） 左 风右 风 左刹车 右刹车 R Max AB 柱 R Max DC 柱 左刹车 右刹车 R Max DC 柱 R Max E 柱 梁 BC梁 中 点 截 面H 左标 准 值 M -36.451 -35.472 0.567 0.061 0.604 -0.604 -1.2410.5181.237 -1.237 -0.599 0.985 N -6.561 -9.652 -3.677 1.614 1.433 -1.433 -10.095 -4.533 -2.322 2.322 2.704 -2.609 V -2.058 -6.646 -0.063 0.330 0.449 -0.449 -0.894 1.288 0.661 -0.661 -0.971 2.601 组 合 1Max M +选 项 √√√√√√M -1.2×36.451＋0.9×1.4（0.567+0.604+0.518+1.237+0.985）= -38.813 N -1.2×6.651＋0.9×1.4（-3.677+1.433-4.533-2.322-2.609）= -22.733 V-1.2×2.058＋0.9×1.4（-0.063+0.449+1.288+0.661+2.601）= 3.75 组 合 2Max M -选 项 √√√√√√M -1.2×36.451＋0.9×1.4（-35.472-0.604-1.241-1.237-0.599）= -93.074 N -1.2×6.651＋0.9×1.4（-9.652-1.433-10.095+2.322+2.704）= -28.335 V -1.2×2.058＋0.9×1.4（-6.646-0.449-0.894-0.661-0.971）= -14.592 组 合 3Max N +选 项 √√√√M -1.2×36.451＋0.9×1.4（0.061-1.237-0.599）= -45.978 N -1.2×6.651＋0.9×1.4（1.614+2.322+2.704）= 0.385 V-1.2×2.058＋0.9×1.4（0.33-0.661-0.971）= -4.11 组 合 4选 项 √√√√√√√M-1.2×36.451＋0.9×1.4（-35.451+0.567-0.604-1.241+1.237+0.985）= -87.22第141 页第141 页第141 页。

内力组合excel计算表
内力组合excel计算表是一种在Excel中使用的工具，用于计算不同内力组合的效果和结果。

内力在武术中非常重要，它是通过修炼和训练获得的一种能量，可以用于攻击、防御和施展特殊技巧。

在Excel中创建内力组合计算表可以帮助武术爱好者或者专业武术
教练更好地了解和应用不同的内力组合。

下面是一些可以加入到内力组合计算表中的内容：
1. 内力类型：列出所有可能的内力类型，例如内劲、真气、灵力等等。

2. 内力等级：列出不同内力等级的选项，从初级到高级。

3. 内力加成：在每个内力类型下，列出不同等级的内力加成数值。

这些数值可以是根据经验和实践总结得出的，用于计算内力对攻击、防御或特殊技巧的影响。

4. 内力组合计算：在表中创建一个计算公式，根据用户选择的内力类型和等级，自动计算出内力组合的总效果。

这个公式可以根据实际需求进行定制，可以考虑不同内力之间的相互作用和权重。

5. 数据分析和图表：在Excel中可以使用各种数据分析工具和图表来对不同内力组合的效果进行可视化和比较。

例如，可以创建柱状图来对比不同内力组合的攻击力或防御力。

6. 预测和优化：根据内力组合计算表中的数据，可以进行预测和优化。

例如，可以使用Excel的“求解”功能来寻找最佳的内力组合，以达到最高的攻击力或防御力。

内力组合excel计算表可以帮助武术爱好者更好地了解不同内力组
合对战斗技能的影响，同时也可以帮助专业武术教练优化教学内容和指导学生的内力修炼。

通过使用Excel的计算功能和数据分析工具，内力组合计算表可以提供准确、方便的内力计算和分析，帮助武术爱好者在修炼中取得更好的成果。

3.5.2.2 水平地震作用下的内力计算表3-55 地震作用下○A轴处柱端弯矩和与○A轴相连的梁端弯矩计算(kN.m)层号V i∑D D im D im/∑DV im=(D im/∑D)×V iyh M c上M c下M b总h3.00 295.88 36242.00 6055.00 0.17 49.43 1.89 114.19 93.43 114.19 4.20 2.00 308.94 39423.00 6768.00 0.17 53.04 2.18 106.92 115.83 200.35 4.20 1.00 315.69 32054.00 6217.00 0.19 61.23 2.88 117.56 176.34 233.39 4.80表3-56 地震作用下○B轴处柱端弯矩和与○B轴相连的梁端弯矩计算(kN.m)层号V i∑D D im D im/∑D V im=(D im/∑D) ×V i yh M c上M c下M b总h M b左M b右10.00 57.57 56190.00 11239.00 0.20 11.52 1.23 20.38 34.55 20.38 3.009.00 108.72 56190.00 11239.00 0.20 21.75 1.44 33.92 65.24 68.47 3.008.00 153.69 56190.00 11239.00 0.20 30.74 1.50 46.11 92.22 111.35 3.007.00 192.75 56190.00 11239.00 0.20 38.55 1.50 57.83 115.66 150.05 3.006.00 226.19 56190.00 11239.00 0.20 45.24 1.50 67.86 135.73 183.52 3.005.00 254.31 56190.00 11239.00 0.20 50.87 1.50 76.30 152.60 212.03 3.004.00 277.42 56190.00 11239.00 0.20 55.49 1.35 91.56 166.47 244.16 3.003.00 295.88 36242.00 8044.00 0.22 65.67 2.00 144.81 275.82 4.20 155.64 155.64 2.00 308.94 39423.00 8629.00 0.22 67.62 2.10 142.01 284.01 4.20 208.91 208.91 1.00 315.69 32054.00 6540.00 0.20 64.41 2.59 142.22 309.17 4.80 213.11 213.11表3-57 地震作用下○C轴处柱端弯矩和与○C轴相连的梁端弯矩计算(kN.m)层号V i∑D D im D im/∑D V im=(D im/∑D) ×V i yh M c上M c下h M b左M b右10.00 57.57 56190.00 16856.00 0.30 17.27 1.35 28.50 51.81 3.00 14.25 14.25 9.00 108.72 56190.00 16856.00 0.30 32.61 1.49 49.41 97.84 3.00 50.61 50.61 8.00 153.69 56190.00 16856.00 0.30 46.10 1.50 69.16 138.31 3.00 83.50 83.50 7.00 192.75 56190.00 16856.00 0.30 57.82 1.50 86.73 173.46 3.00 112.52 112.52 6.00 226.19 56190.00 16856.00 0.30 67.85 1.50 101.78 203.56 3.00 137.62 137.62 5.00 254.31 56190.00 16856.00 0.30 76.29 1.50 114.43 228.87 3.00 159.00 159.00 4.00 277.42 56190.00 16856.00 0.30 83.22 1.50 124.83 249.66 3.00 176.85 176.85 3.00 295.88 36242.00 8044.00 0.22 65.67 2.00 144.81 275.82 4.20 197.23 197.23 2.00 308.94 39423.00 8629.00 0.22 67.62 2.10 142.01 284.01 4.20 208.91 208.91 1.00 315.69 32054.00 6540.00 0.20 64.41 2.62 140.67 309.17 4.80 212.34 212.34表3-58 地震作用下○D轴处柱端弯矩和与○D轴相连的梁端弯矩计算(kN.m)层号V i∑D D im D im/∑D V im=(D im/∑D) ×V i yh M c上M c下h M b左M b右10.00 57.57 56190.00 16856.00 0.30 17.27 1.35 28.50 51.81 3.00 14.25 14.25 9.00 108.72 56190.00 16856.00 0.30 32.61 1.38 52.93 97.84 3.00 52.37 52.37 8.00 153.69 56190.00 16856.00 0.30 46.10 1.50 69.16 138.31 3.00 83.50 83.50 7.00 192.75 56190.00 16856.00 0.30 57.82 1.50 86.73 173.46 3.00 112.52 112.52 6.00 226.19 56190.00 16856.00 0.30 67.85 1.50 101.78 203.56 3.00 137.62 137.62 5.00 254.31 56190.00 16856.00 0.30 76.29 1.50 114.43 228.87 3.00 159.00 159.00 4.00 277.42 56190.00 16856.00 0.30 83.22 1.50 124.83 249.66 3.00 176.85 176.85 3.00 295.88 36242.00 8044.00 0.22 65.67 2.00 144.81 275.82 4.20 197.23 197.23 2.00 308.94 39423.00 8629.00 0.22 67.62 2.10 142.01 284.01 4.20 208.91 208.91 1.00 315.69 32054.00 6540.00 0.20 64.41 2.62 140.67 309.17 4.80 212.34 212.34表3-59 地震作用下○E轴处柱端弯矩和与○E轴相连的梁端弯矩计算(kN.m)层号V i∑D D im D im/∑DV im=(D im/∑D)×V iyh M c上M c下M b总h10 57.57 56190.00 11239.00 0.20 11.52 1.23 20.38 34.55 20.38 3.0 9 108.72 56190.00 11239.00 0.20 21.75 1.44 33.92 65.24 68.47 3.0 8 153.69 56190.00 11239.00 0.20 30.74 1.50 46.11 92.22 111.35 3.0 7 192.75 56190.00 11239.00 0.20 38.55 1.50 57.83 115.66 150.05 3.0 6 226.19 56190.00 11239.00 0.20 45.24 1.50 67.86 135.73 183.52 3.0 5 254.31 56190.00 11239.00 0.20 50.87 1.50 76.30 152.60 212.03 3.0 4 277.42 56190.00 11239.00 0.20 55.49 1.35 91.56 166.47 244.16 3.0 3 295.88 36242.00 6055.00 0.17 49.43 2.00 109.00 207.62 275.47 4.2 2 308.94 39423.00 6768.00 0.17 53.04 2.18 106.92 222.76 314.54 4.2 1 315.69 32054.00 6217.00 0.19 61.23 2.98 111.68 293.90 334.44 4.8表3-60 水平地震作用梁端弯矩(kN.m)○A轴右梁端○B轴左梁端○B轴右梁端○C轴左梁端○C轴右梁端○D轴左梁端○D轴右梁端○E轴左梁端20.38 14.25 14.25 14.25 14.25 20.3868.47 50.61 50.61 52.37 52.37 68.47111.35 83.50 83.50 83.50 83.50 111.35150.05 112.52 112.52 112.52 112.52 150.05183.52 137.62 137.62 137.62 137.62 183.52212.03 159.00 159.00 159.00 159.00 212.03244.16 176.85 176.85 176.85 176.85 244.16 114.19 155.64 155.64 197.23 197.23 197.23 197.23 275.47 200.35 208.91 208.91 208.91 208.91 208.91 208.91 314.54 233.39 213.11 213.11 212.34 212.34 212.34 212.34 334.44(1)用于承载力计算的框架梁由可变荷载效应控制的基本组合表(工况一)表3-65 用于承载力计算的框架梁由可变荷载效应控制的基本组合表（○A-○B轴间梁）M max相应的V(kN) M min相应的V(kN) │V│max相应的M(kN.m) 层数恒荷①活荷②左风③右风④组合项目数值组合项目数值组合项目数值3 左M -29.4 -9.7 17.0 -17.0 1.2×①+1.4×②+ -63.3 1.2×①+1.4×②+ -63.3左V 59.8 19.9 -5.5 5.5 1.2×①+ 1.4×0.6×④104.3 1.4×0.6×④104.3 中M 63.7 21.2 0.4 -0.4 1.4×②+ 105.87右M -63.9 -21.2 -16.1 16.1 1.4×0.6×④ 1.2×①+1.4×②+ -120.0 1.2×①+1.4×②+ -120.0 右V -48.3 -16.1 -5.5 5.5 1.4×0.6×③-85.2 1.4×0.6×④-85.2 2 左M -41.4 -20.0 31.5 -31.5 1.2×①+1.4×②+ -104.1 1.2×①+1.4×②+ -104.1左V 59.6 20.7 -8.8 8.8 1.2×①+ 1.4×0.6×④108.0 1.4×0.6×④108.0 中M 82.3 18.9 5.0 -5.0 1.4×②+ 121.02右M -74.7 -36.2 -21.5 21.5 1.4×0.6×④ 1.2×①+1.4×②+ -158.5 1.2×①+1.4×②+ -158.5 右V -48.5 -15.3 -8.8 8.8 1.4×0.6×③-87.1 1.4×0.6×④-87.1 1 左M -40.5 -19.6 40.5 -40.5 1.2×①+1.4×②+ -110.0 1.2×①+1.4×②+ -110.0左V 54.1 20.7 -10.8 10.8 1.2×①+ 1.4×0.6×④103.1 1.4×0.6×④103.1 中M 81.7 18.6 7.9 -7.9 1.4×②+ 117.49右M -75.0 -36.3 -24.5 24.5 1.4×0.6×④ 1.2×①+1.4×②+ -161.5 1.2×①+1.4×②+ -161.5 右V -48.3 -15.2 -10.8 10.8 1.4×0.6×③-88.4 1.4×0.6×④-88.4表3-66 用于承载力计算的框架梁由可变荷载效应控制的基本组合表（○B-○C轴间梁）M max相应的V(kN) M min相应的V(kN) │V│max相应的M(kN.m) 层数恒荷①活荷②左风③右风④组合项目数值组合项目数值组合项目数值10 左M -34.5 -11.6 2.3 -2.30 1.2×①+1.4×②+ -59.57 1.2×①+1.4×②+ -59.57左V 58.5 19.4 -0.6 0.64 1.2×①+ 1.4×0.6×④97.99 1.4×0.6×④97.99 中M 67.8 22.6 0.3 -0.37 1.4×②+ 112.77右M -60.8 -20.7 -1.5 1.57 1.4×0.6×④ 1.2×①+1.4×②+ -102.81 1.2×①+1.4×②+ -102.8 右V -49.7 -16.4 -0.6 0.64 1.4×0.6×③-83.38 1.4×0.6×④-83.38 9-4 左M -22.8 -8.1 23.2 -23.22 1.2×①+1.4×②+ -58.32 1.2×①+1.4×②+ -58.32 左V 60.7 19.8 -6.6 6.62 1.2×①+ 1.4×0.6×④106.11 1.4×0.6×④106.11 中M 65.3 21.6 3.3 -3.36 1.4×②+ 105.82右M -62.2 -18.5 -16.5 16.50 1.4×0.6×④ 1.2×①+1.4×②+ -115.10 1.2×①+1.4×②+ -115.1 右V -47.5 -16.1 -6.6 6.62 1.4×0.6×③-85.30 1.4×0.6×④-85.30 3 左M -57.4 -18.0 16.1 -16.18 1.2×①+1.4×②+ -108.93 1.2×①+1.4×②+ -108.9左V 54.4 17.7 -5.9 5.98 1.2×①+ 1.4×0.6×④95.20 1.4×0.6×④95.20 中M 84.2 27.6 1.7 -1.76 1.4×②+ 138.27右M -59.1 -17.0 -19.6 19.69 1.4×0.6×④ 1.2×①+1.4×②+ -112.11 1.2×①+1.4×②+ -112.1 右V -53.8 -18.2 -5.9 5.98 1.4×0.6×③-95.13 1.4×0.6×④-95.13 2 左M -69.8 -33.0 21.5 -21.53 1.2×①+1.4×②+ -149.17 1.2×①+1.4×②+ -149.1左V 53.2 17.5 -7.1 7.18 1.2×①+ 1.4×0.6×④94.44 1.4×0.6×④94.44 中M 101.7 28.3 0.0 0.00 1.4×②+ 161.81右M -64.2 -31.1 -21.5 21.53 1.4×0.6×④ 1.2×①+1.4×②+ -138.75 1.2×①+1.4×②+ -138.7 右V -55.0 -18.5 -7.1 7.18 1.4×0.6×③-97.91 1.4×0.6×④-97.91 1 左M -70.0 -33.0 24.5 -24.57 1.2×①+1.4×②+ -152.10 1.2×①+1.4×②+ -152.1左V 53.1 17.5 -8.1 8.17 1.2×①+ 1.4×0.6×④95.17 1.4×0.6×④95.17 中M 101.9 28.4 0.1 -0.07 1.4×②+ 162.04右M -64.1 -31.0 -24.4 24.43 1.4×0.6×④ 1.2×①+1.4×②+ -140.99 1.2×①+1.4×②+ -140.9 右V -55.10 -18.47 -8.17 8.17 1.4×0.6×③-98.84 1.4×0.6×④-98.84表3-67 用于承载力计算的框架梁由可变荷载效应控制的基本组合表（○C-○D轴间梁）M max相应的V(kN) M min相应的V(kN) │V│max相应的M(kN.m) 层数恒荷①活荷②左风③右风④组合项目数值组合项目数值组合项目数值10 左M -56.70 -19.00 1.57 1.2×①+1.4×②+ -94.64 1.2×①+1.4×②+ -94.64左V 53.67 18.00 -0.52 1.2×①+ 1.4×0.6×④89.60 1.4×0.6×④89.60 中M 81.00 27.00 0.00 1.4×②+ 135.0右M -56.70 -19.00 -1.57 1.4×0.6×④ 1.2×①+1.4×②+ -95.96 1.2×①+1.4×②+ -95.96 右V -53.67 -18.00 -0.52 1.4×0.6×③-90.04 1.4×0.6×④-90.04 9-4 左M -67.90 -18.30 16.50 1.2×①+1.4×②+ -107.10 1.2×①+1.4×②+ -107.10 左V 53.67 18.00 -5.50 1.2×①+ 1.4×0.6×④89.60 1.4×0.6×④89.60 中M 67.50 27.00 0.00 1.4×②+ 118.8右M -67.90 -18.30 -16.50 1.4×0.6×④ 1.2×①+1.4×②+ -120.96 1.2×①+1.4×②+ -120.96 右V -53.67 -18.00 -5.50 1.4×0.6×③-94.22 1.4×0.6×④-94.22 3 左M -67.20 -17.70 19.69 1.2×①+1.4×②+ -105.42 1.2×①+1.4×②+ -105.42左V 54.13 17.86 -6.56 1.2×①+ 1.4×0.6×④89.95 1.4×0.6×④89.95 中M 66.12 26.58 0.00 1.4×②+ 116.5右M -69.96 -18.55 -19.69 1.4×0.6×④ 1.2×①+1.4×②+ -126.46 1.2×①+1.4×②+ -126.46 右V -53.21 -17.86 -7.76 1.4×0.6×③-95.37 1.4×0.6×④-95.37 2 左M -64.30 -31.10 21.53 1.2×①+1.4×②+ -120.70 1.2×①+1.4×②+ -120.70左V 54.58 17.55 -7.18 1.2×①+ 1.4×0.6×④90.07 1.4×0.6×④90.07 中M 96.27 25.66 0.00 1.4×②+ 151.4右M -69.77 -33.78 -21.53 1.4×0.6×④ 1.2×①+1.4×②+ -149.10 1.2×①+1.4×②+ -149.10 右V -52.76 -17.55 -8.97 1.4×0.6×③-95.42 1.4×0.6×④-95.42 1 左M -64.20 -31.06 24.43 1.2×①+1.4×②+ -120.52 1.2×①+1.4×②+ -120.52左V 54.63 17.53 -8.14 1.2×①+ 1.4×0.6×④90.10 1.4×0.6×④90.10 中M 96.10 25.59 0.00 1.4×②+ 151.1右M -70.00 -33.89 -24.43 1.4×0.6×④ 1.2×①+1.4×②+ -151.97 1.2×①+1.4×②+ -151.97 右V -52.70 -17.53 -10.64 1.4×0.6×③-96.72 1.4×0.6×④-96.72表3-68 用于承载力计算的框架梁由可变荷载效应控制的基本组合表（○D-○E轴间梁）M max相应的V(kN) M min相应的V(kN) │V│max相应的M(kN.m) 层数恒荷①活荷②左风③右风④组合项目数值组合项目数值组合项目数值10 左M -60.81 -20.37 1.57 -1.57 1.2×①+1.4×②+ -102.81 1.2×①+1.4×②+ -102.81左V 49.74 16.54 -0.64 0.64 1.2×①+ 1.4×0.6×④83.38 1.4×0.6×④83.38 中M 94.16 31.39 0.37 -0.37 1.4×②+ 156.62右M -34.50 -11.60 -2.30 2.30 1.4×0.6×④ 1.2×①+1.4×②+ -59.57 1.2×①+1.4×②+ -59.57 右V -58.51 -19.46 -0.64 0.64 1.4×0.6×③-97.99 1.4×0.6×④-97.99 9-4 左M -62.26 -18.95 16.50 -16.50 1.2×①+1.4×②+ -115.10 1.2×①+1.4×②+ -115.10 左V 47.54 16.21 -6.62 6.62 1.2×①+ 1.4×0.6×④85.30 1.4×0.6×④85.30 中M 104.78 32.39 3.36 -3.36 1.4×②+ 168.25右M -22.80 -8.18 -23.22 23.22 1.4×0.6×④ 1.2×①+1.4×②+ -58.32 1.2×①+1.4×②+ -58.32 右V -60.70 -19.80 -6.62 6.62 1.4×0.6×③-106.11 1.4×0.6×④-106.11 3 左M -65.80 -19.80 19.69 -19.69 1.2×①+1.4×②+ -123.22 1.2×①+1.4×②+ -123.22左V 50.16 16.92 -7.76 7.76 1.2×①+ 1.4×0.6×④90.39 1.4×0.6×④90.39 中M 96.95 30.23 3.58 -3.58 1.4×②+ 155.65右M -42.01 -13.34 -26.85 26.85 1.4×0.6×④ 1.2×①+1.4×②+ -91.64 1.2×①+1.4×②+ -91.64 右V -58.09 -19.08 -7.76 7.76 1.4×0.6×③-102.92 1.4×0.6×④-102.92 2 左M -74.80 -36.20 21.53 -21.53 1.2×①+1.4×②+ -158.53 1.2×①+1.4×②+ -158.53左V 48.55 15.31 -8.97 8.97 1.2×①+ 1.4×0.6×④87.22 1.4×0.6×④87.22 中M 115.71 35.09 5.39 -5.39 1.4×②+ 183.45右M -41.38 -20.03 -32.30 32.30 1.4×0.6×④ 1.2×①+1.4×②+ -104.83 1.2×①+1.4×②+ -104.83 右V -59.69 -20.70 -8.97 8.97 1.4×0.6×③-108.14 1.4×0.6×④-108.14 1 左M -75.00 -36.30 24.43 -24.43 1.2×①+1.4×②+ -161.34 1.2×①+1.4×②+ -161.34左V 48.36 15.21 -10.64 10.64 1.2×①+ 1.4×0.6×④88.27 1.4×0.6×④88.27 中M 116.28 35.36 7.50 -7.50 1.4×②+ 182.73右M -40.45 -19.58 -39.43 39.43 1.4×0.6×④ 1.2×①+1.4×②+ -109.07 1.2×①+1.4×②+ -109.07 右V -59.88 -20.79 -10.64 10.64 1.4×0.6×③-109.90 1.4×0.6×④-109.90(2)用于承载力计算的框架梁由永久荷载效应控制的基本组合表(工况二)表3-69 用于承载力计算的框架梁由永久荷载效应控制的基本组合表（○A-○B轴间梁）M max相应的V(kN) M min相应的V(kN) │V│max相应的M(kN.m) 层数恒荷①活荷②组合项目数值组合项目数值组合项目数值3 左M -29.40 -9.79 1.35×①+ -49.28 1.35×①+ -49.28左V 59.88 19.91 1.35×①+ 1.4×0.7×②100.35 1.4×0.7×②100.35 中M 63.72 21.29 1.4×0.7×②106.87右M -63.97 -21.22 1.35×①+ -107.16 1.35×①+ -107.16 右V -48.36 -16.10 1.4×0.7×②-81.06 1.4×0.7×②-81.06 2 左M -41.40 -20.00 1.35×①+ -75.49 1.35×①+ -75.49左V 59.69 20.70 1.35×①+ 1.4×0.7×②100.86 1.4×0.7×②100.86 中M 82.31 18.90 1.4×0.7×②129.63右M -74.79 -36.21 1.35×①+ -136.45 1.35×①+ -136.45 右V -48.56 -15.30 1.4×0.7×②-80.54 1.4×0.7×②-80.54 1 左M -40.50 -19.60 1.35×①+ -73.88 1.35×①+ -73.88左V 54.12 20.79 1.35×①+ 1.4×0.7×②93.43 1.4×0.7×②93.43 中M 81.74 18.64 1.4×0.7×②128.61右M -75.03 -36.32 1.35×①+ -136.88 1.35×①+ -136.88 右V -48.37 -15.21 1.4×0.7×②-80.20 1.4×0.7×②-80.20表3-70 用于承载力计算的框架梁由永久荷载效应控制的基本组合表（○B-○C轴间梁）M max相应的V(kN) M min相应的V(kN) │V│max相应的M(kN.m) 层数恒荷①活荷②组合项目数值组合项目数值组合项目数值10.00 左M -56.70 -11.60 1.35×①+ -87.91 1.35×①+ -87.91左V 53.67 19.46 1.35×①+ 1.4×0.7×②91.52 1.4×0.7×②91.52 中M 81.00 22.62 1.4×0.7×②131.51右M -56.70 -20.37 1.35×①+ -96.51 1.35×①+ -96.51 右V -53.67 -16.54 1.4×0.7×②-88.66 1.4×0.7×②-88.66 9-4 左M -67.90 -8.18 1.35×①+ -99.68 1.35×①+ -99.68 左V 53.67 19.80 1.35×①+ 1.4×0.7×②91.85 1.4×0.7×②91.85 中M 67.50 21.62 1.4×0.7×②112.31右M -67.90 -18.95 1.35×①+ -110.24 1.35×①+ -110.24 右V -53.67 -16.21 1.4×0.7×②-88.33 1.4×0.7×②-88.33 3.00 左M -67.20 -18.90 1.35×①+ -109.24 1.35×①+ -109.24左V 54.13 17.78 1.35×①+ 1.4×0.7×②90.50 1.4×0.7×②90.50 中M 66.12 27.65 1.4×0.7×②116.36右M -69.96 -17.60 1.35×①+ -111.69 1.35×①+ -111.69 右V -53.21 -18.22 1.4×0.7×②-89.68 1.4×0.7×②-89.68 2.00 左M -64.30 -33.80 1.35×①+ -119.93 1.35×①+ -119.93左V 54.58 17.55 1.35×①+ 1.4×0.7×②90.88 1.4×0.7×②90.88 中M 96.27 28.35 1.4×0.7×②157.74右M -69.77 -31.11 1.35×①+ -124.68 1.35×①+ -124.68 右V -52.76 -18.45 1.4×0.7×②-89.30 1.4×0.7×②-89.30 1.00 左M -64.20 -33.90 1.35×①+ -119.89 1.35×①+ -119.89左V 54.63 17.53 1.35×①+ 1.4×0.7×②90.93 1.4×0.7×②90.93 中M 96.10 28.42 1.4×0.7×②157.59右M -70.00 -31.06 1.35×①+ -124.94 1.35×①+ -124.94 右V -52.70 -18.47 1.4×0.7×②-89.25 1.4×0.7×②-89.25表3-71 用于承载力计算的框架梁由永久荷载效应控制的基本组合表（○C-○D轴间梁）M max相应的V(kN) M min相应的V(kN) │V│max相应的M(kN.m) 层数恒荷①活荷②组合项目数值组合项目数值组合项目数值10.00 左M -34.50 -19.00 1.35×①+ -65.20 1.35×①+ -65.20左V 58.51 18.00 1.35×①+ 1.4×0.7×②96.62 1.4×0.7×②96.62 中M 67.85 27.00 1.4×0.7×②118.05右M -60.81 -19.00 1.35×①+ -100.71 1.35×①+ -100.71 右V -49.74 -18.00 1.4×0.7×②-84.78 1.4×0.7×②-84.78 9-4 左M -22.80 -18.30 1.35×①+ -48.71 1.35×①+ -48.71 左V 60.70 18.00 1.35×①+ 1.4×0.7×②99.58 1.4×0.7×②99.58 中M 65.32 27.00 1.4×0.7×②114.64右M -62.26 -18.30 1.35×①+ -101.99 1.35×①+ -101.99 右V -47.54 -18.00 1.4×0.7×②-81.82 1.4×0.7×②-81.82 3.00 左M -57.40 -17.70 1.35×①+ -94.84 1.35×①+ -94.84左V 54.41 17.86 1.35×①+ 1.4×0.7×②90.95 1.4×0.7×②90.95 中M 84.20 26.58 1.4×0.7×②139.71右M -59.11 -18.55 1.35×①+ -97.98 1.35×①+ -97.98 右V -53.84 -17.86 1.4×0.7×②-90.18 1.4×0.7×②-90.18 2.00 左M -69.80 -31.10 1.35×①+ -124.71 1.35×①+ -124.71左V 53.20 17.55 1.35×①+ 1.4×0.7×②89.02 1.4×0.7×②89.02 中M 101.77 25.66 1.4×0.7×②162.54右M -64.26 -33.78 1.35×①+ -119.86 1.35×①+ -119.86 右V -55.04 -17.55 1.4×0.7×②-91.51 1.4×0.7×②-91.51 1.00 左M -70.00 -31.06 1.35×①+ -124.94 1.35×①+ -124.94左V 53.15 17.53 1.35×①+ 1.4×0.7×②88.92 1.4×0.7×②88.92 中M 101.93 25.59 1.4×0.7×②162.67右M -64.15 -33.89 1.35×①+ -119.81 1.35×①+ -119.81 右V -55.10 -17.53 1.4×0.7×②-91.56 1.4×0.7×②-91.56表3-72 用于承载力计算的框架梁由永久荷载效应控制的基本组合表（○D-○E轴间梁）M max相应的V(kN) M min相应的V(kN) │V│max相应的M(kN.m) 层数恒荷①活荷②组合项目数值组合项目数值组合项目数值10.00 左M -60.81 -20.37 1.35×①+ -102.06 1.35×①+ -102.06左V 49.74 16.54 1.35×①+ 1.4×0.7×②83.35 1.4×0.7×②83.35 中M 94.16 31.39 1.4×0.7×②157.87右M -34.50 -11.60 1.35×①+ -57.94 1.35×①+ -57.94 右V -58.51 -19.46 1.4×0.7×②-98.05 1.4×0.7×②-98.05 9-4 左M -62.26 -18.95 1.35×①+ -102.62 1.35×①+ -102.62 左V 47.54 16.21 1.35×①+ 1.4×0.7×②80.06 1.4×0.7×②80.06 中M 104.78 32.39 1.4×0.7×②173.19右M -22.80 -8.18 1.35×①+ -38.80 1.35×①+ -38.80 右V -60.70 -19.80 1.4×0.7×②-101.34 1.4×0.7×②-101.34 3.00 左M -65.80 -19.80 1.35×①+ -108.23 1.35×①+ -108.23左V 50.16 16.92 1.35×①+ 1.4×0.7×②84.29 1.4×0.7×②84.29 中M 96.95 30.23 1.4×0.7×②160.50右M -42.01 -13.34 1.35×①+ -69.79 1.35×①+ -69.79 右V -58.09 -19.08 1.4×0.7×②-97.11 1.4×0.7×②-97.11 2.00 左M -74.80 -36.20 1.35×①+ -136.46 1.35×①+ -136.46左V 48.55 15.31 1.35×①+ 1.4×0.7×②80.54 1.4×0.7×②80.54 中M 115.71 35.09 1.4×0.7×②190.59右M -41.38 -20.03 1.35×①+ -75.49 1.35×①+ -75.49 右V -59.69 -20.70 1.4×0.7×②-100.86 1.4×0.7×②-100.86 1.00 左M -75.00 -36.30 1.35×①+ -136.82 1.35×①+ -136.82左V 48.36 15.21 1.35×①+ 1.4×0.7×②80.20 1.4×0.7×②80.20 中M 116.28 35.36 1.4×0.7×②191.62右M -40.45 -19.58 1.35×①+ -73.80 1.35×①+ -73.80(3)用于承载力计算的框架梁由地震效应控制的基本组合表(工况三)表3-73 用于承载力计算的框架梁由地震效应控制的基本组合表（○A-○B轴间梁）重力荷载水平地震水平地震M max相应的V(kN) M min相应的V(kN) │V│max相应的M(kN.m) 层数代表值①作用②作用③组合项目数值组合项目数值组合项目数值3.00 左M -34.30 114.19 -114.19 1.2×①+1.3×③-189.61 1.2×①+1.3×③-189.61左V 69.83 -44.97 44.97 142.26 142.26 中M 74.36 20.72 -20.72 1.2×①+1.3×②116.17右M -74.58 -155.64 155.64 1.2×①+1.3×②-291.82 1.2×①+1.3×②-291.82 右V -56.41 -44.97 44.97 -126.15 -126.15 2.00 左M -51.20 200.35 -200.35 1.2×①+1.3×③-321.90 1.2×①+1.3×③-321.90左V 88.73 -68.21 68.21 195.15 195.15 中M 100.81 4.28 -4.28 1.2×①+1.3×②126.53右M -92.59 -208.91 208.91 1.2×①+1.3×②-382.69 1.2×①+1.3×②-382.69 右V -74.93 -68.21 68.21 -178.59 -178.59 1.00 左M -50.10 233.39 -233.39 1.2×①+1.3×③-363.53 1.2×①+1.3×③-363.53左V 88.96 -74.42 74.42 203.49 203.49 中M 100.11 10.14 -10.14 1.2×①+1.3×②133.31右M -92.88 -213.11 213.11 1.2×①+1.3×②-388.50 1.2×①+1.3×②-388.50 右V -74.70 -74.42 74.42 -186.38 -186.38表3-74 用于承载力计算的框架梁由地震效应控制的基本组合表（○B-○C轴间梁）重力荷载水平地震水平地震M max相应的V(kN) M min相应的V(kN) │V│max相应的M(kN.m) 层数代表值①作用②作用③组合项目数值组合项目数值组合项目数值10.00 左M -39.90 20.38 -20.38 1.2×①+1.3×③-74.38 1.2×①+1.3×③-74.38左V 67.80 -5.77 5.77 88.87 88.87 中M 79.27 3.07 -3.07 1.2×①+1.3×②99.11右M -70.36 -14.25 14.25 1.2×①+1.3×②-102.95 1.2×①+1.3×②-102.95 右V -57.65 -5.77 5.77 -76.68 -76.68 9-4 左M -29.80 244.16 -244.16 1.2×①+1.3×③-353.16 1.2×①+1.3×③-353.16 左V 72.74 -70.17 70.17 178.50 178.50 中M 77.81 33.65 -33.65 1.2×①+1.3×②137.12右M -72.19 -176.85 176.85 1.2×①+1.3×②-316.53 1.2×①+1.3×②-316.53 右V -58.61 -70.17 70.17 -161.54 -161.54 3.00 左M -66.80 155.64 -155.64 1.2×①+1.3×②-282.49 1.2×①+1.3×②-282.49左V 65.87 -58.81 58.81 155.50 155.50 中M 98.39 20.80 -20.80 1.2×①+1.3×②145.11右M -68.02 -197.23 197.23 1.2×①+1.3×②-338.03 1.2×①+1.3×②-338.03 右V -65.47 -58.81 58.81 -155.02 -155.02 2.00 左M -86.40 208.91 -208.91 1.2×①+1.3×③-375.27 1.2×①+1.3×③-375.27左V 80.69 -69.64 69.64 187.35 187.35 中M 124.92 0.00 0.00 1.2×①+1.3×②149.90右M -79.56 -208.91 208.91 1.2×①+1.3×②-367.06 1.2×①+1.3×②-367.06 右V -82.97 -69.64 69.64 -190.09 -190.09 1.00 左M -86.70 213.11 -213.11 1.2×①+1.3×③-381.09 1.2×①+1.3×③-381.09左V 80.61 -70.91 70.91 188.92 188.92 中M 125.14 0.39 -0.39 1.2×①+1.3×②150.67右M -79.42 -212.34 212.34 1.2×①+1.3×②-371.35 1.2×①+1.3×②-371.35表3-75 用于承载力计算的框架梁由地震效应控制的基本组合表（○C-○D轴间梁）重力荷载水平地震水平地震M max相应的V(kN) M min相应的V(kN) │V│max相应的M(kN.m) 层数代表值①作用②作用③组合项目数值组合项目数值组合项目数值10.00 左M -65.60 14.25 -14.25 1.2×①+1.3×③-97.24 1.2×①+1.3×③-97.24左V 57.61 -4.75 4.75 75.30 75.30 中M 94.50 0.00 0.00 1.2×①+1.3×②113.40右M -65.60 -14.25 14.25 1.2×①+1.3×②-97.24 1.2×①+1.3×②-97.24 右V -57.61 -4.75 4.75 -75.30 -75.30 9-4 左M -77.60 176.85 -176.85 1.2×①+1.3×③-323.02 1.2×①+1.3×③-323.02 左V 57.61 -58.95 58.95 145.76 145.76 中M 81.00 0.00 0.00 1.2×①+1.3×②97.20右M -77.60 -176.85 176.85 1.2×①+1.3×②-323.02 1.2×①+1.3×②-323.02 右V -57.61 -58.95 58.95 -145.76 -145.76 3.00 左M -76.50 197.23 -197.23 1.2×①+1.3×②-348.20 1.2×①+1.3×②-348.20左V 58.14 -65.74 65.74 155.24 155.24 中M 79.40 0.00 0.00 1.2×①+1.3×②95.28右M -79.70 -197.23 197.23 1.2×①+1.3×②-352.04 1.2×①+1.3×②-352.04 右V -57.08 -65.74 65.74 -153.96 -153.96 2.00 左M -79.60 208.91 -208.91 1.2×①+1.3×③-367.11 1.2×①+1.3×③-367.11左V 82.96 -69.64 69.64 190.08 190.08 中M 118.12 0.00 0.00 1.2×①+1.3×②141.74右M -86.37 -208.91 208.91 1.2×①+1.3×②-375.23 1.2×①+1.3×②-375.23 右V -80.70 -69.64 69.64 -187.37 -187.37 1.00 左M -79.40 212.34 -212.34 1.2×①+1.3×③-371.32 1.2×①+1.3×③-371.32左V 83.04 -70.78 70.78 191.66 191.66 中M 117.87 0.00 0.00 1.2×①+1.3×②141.44右M -86.66 -212.34 212.34 1.2×①+1.3×②-380.04 1.2×①+1.3×②-380.04表3-76 用于承载力计算的框架梁由地震效应控制的基本组合表（○D-○E轴间梁）重力荷载水平地震水平地震M max相应的V(kN) M min相应的V(kN) │V│max相应的M(kN.m) 层数代表值①作用②作用③组合项目数值组合项目数值组合项目数值10.00 左M -70.36 14.25 -14.25 1.2×①+1.3×③-102.95 1.2×①+1.3×③-102.95左V 57.65 -5.77 5.77 76.68 76.68 中M 109.73 3.07 -3.07 1.2×①+1.3×②135.66右M -39.90 -20.38 20.38 1.2×①+1.3×②-74.38 1.2×①+1.3×②-74.38 右V -67.80 -5.77 5.77 -88.87 -88.87 9-4 左M -72.19 176.85 -176.85 1.2×①+1.3×③-316.53 1.2×①+1.3×③-316.53 左V 58.61 -70.17 70.17 161.54 161.54 中M 120.20 33.65 -33.65 1.2×①+1.3×②187.98右M -29.80 -244.16 244.16 1.2×①+1.3×②-353.16 1.2×①+1.3×②-353.16 右V -72.74 -70.17 70.17 -178.50 -178.50 3.00 左M -75.80 197.23 -197.23 1.2×①+1.3×②-347.36 1.2×①+1.3×②-347.36左V 61.15 -78.78 78.78 175.79 175.79 中M 112.57 39.12 -39.12 1.2×①+1.3×②185.94右M -48.66 -275.47 275.47 1.2×①+1.3×②-416.50 1.2×①+1.3×②-416.50 右V -70.19 -78.78 78.78 -186.65 -186.65 2.00 左M -86.37 208.91 -208.91 1.2×①+1.3×③-375.23 1.2×①+1.3×③-375.23左V 75.97 -87.24 87.24 204.58 204.58 中M 139.07 52.82 -52.82 1.2×①+1.3×②235.54右M -51.23 -314.54 314.54 1.2×①+1.3×②-470.38 1.2×①+1.3×②-470.38 右V -87.68 -87.24 87.24 -218.64 -218.64 1.00 左M -86.66 212.34 -212.34 1.2×①+1.3×③-380.04 1.2×①+1.3×③-380.04左V 75.73 -91.13 91.13 209.35 209.35 中M 139.79 61.05 -61.05 1.2×①+1.3×②247.11右M -50.08 -334.44 334.44 1.2×①+1.3×②-494.87 1.2×①+1.3×②-494.87(4)用于承载力计算的框架柱由可变荷载效应控制的基本组合表(工况一)表3-77 用于承载力计算的框架柱由活荷载效应控制的基本组合表(○A轴处柱)恒荷载活荷载左风右风N max相应的M(kN.m) N min相应的M(kN.m) │M│max 相应的N(kN) 层数①②③④组合项目数值组合项目数值组合项目数值3 上M 29.4 9.8 0.0 0.0 1.2×①+1.4×②+1.4×0.6×③49.0 1.2×①+1.4×②+1.4×0.6×④49.0 1.2×①+1.4×0.7×②+1.4×③44.9N 115.9 75.9 5.6 -5.6 250.0 240.7 221.2 下M -20.7 -100 -17 17.1 -53.2 -24.5 -58.6N 115.9 75.9 5.6 -5.6 1.2×①+1.4×②+1.4×0.6×③250.0 1.2×①+1.4×②+1.4×0.6×④240.7 1.2×①+1.4×0.7×②+1.4×③221.2V 1.5 0.2 -7.4 7.4 -4.2 8.2 -8.42 上M 20.7 10.0 0.0 0.0 1.2×①+1.4×②+1.4×0.6×③38.9 1.2×①+1.4×②+1.4×0.6×④38.9 1.2×①+1.4×0.7×②+1.4×③34.7N 349.0 270.1 14.4 -14.4 809.0 784.8 703.6 下M -21.4 -10.4 -31 31.5 -66.7 -13.7 -80.0N 349.0 270.1 14.4 -14.4 1.2×①+1.4×②+1.4×0.6×③809.0 1.2×①+1.4×②+1.4×0.6×④784.8 1.2×①+1.4×0.7×②+1.4×③703.6V 1.5 0.2 -8.7 8.7 -5.3 9.3 -10.21 上M 10.0 9.2 0.0 0.0 1.2×①+1.4×②+1.4×0.6×③25.0 1.2×①+1.4×②+1.4×0.6×④25.0 1.2×①+1.4×0.7×②+1.4×③21.1N 599.7 481.7 25.2 -25.2 1415.2 1372.8 1227.0 下M -9.5 -4.6 -40 40.5 -51.9 16.2 -72.7N 599.7 481.7 25.2 -25.2 1.2×①+1.4×②+1.4×0.6×③1415.2 1.2×①+1.4×②+1.4×0.6×④1372.8 1.2×①+1.4×0.7×②+1.4×③1227V 1.5 0.2 -11 11.2 -7.4 11.4 -13.7表3-78 用于承载力计算的框架柱由活荷载效应控制的基本组合表(○B轴处柱)恒荷载活荷载左风右风N max相应的M N min相应的M │M│max 相应的N 层数①②③④组合项目数值组合项目数值组合项目数值10 上M 35 12 2 -2 1.2×①+1.4×②+ 60 1.2×①+1.4×②+ 56 1.2×①+1.4×0.7 56N 115 75 1 -1 1.4×0.6×③244 1.4×0.6×④243 ×②+1.4×③212 下M -11 -4 -2 2 -21 -18 -20 N 115 75 1 -1 1.2×①+1.4×②+ 244 1.2×①+1.4×②+ 243 1.2×①+1.4×0.7 212V 2 0 -1 1 1.4×0.6×③ 1 1.4×0.6×④ 3 ×②+1.4×③0 9-4 上M 11 4 13 -13 1.2×①+1.4×②+ 30 1.2×①+1.4×②+ 9 1.2×①+1.4×0.7 36 N 1366 1082 26 -26 1.4×0.6×③3175 1.4×0.6×④3132 ×②+1.4×③2735 下M -11 -4 -11 11 -28 -11 -32 N 1366 1082 26 -26 1.2×①+1.4×②+ 3175 1.2×①+1.4×②+ 3132 1.2×①+1.4×0.7 2735V 2 0 -8 8 1.4×0.6×③-5 1.4×0.6×④9 ×②+1.4×③-9 3 上M 2 1 22 -22 1.2×①+1.4×②+ 22 1.2×①+1.4×②+ -14 1.2×①+1.4×0.7 34N 1568 1247 25 -25 1.4×0.6×③3649 1.4×0.6×④3607 ×②+1.4×③3140 下M -3 -1 -20 20 -21 12 -32 N 1568 1247 25 -25 1.2×①+1.4×②+ 3649 1.2×①+1.4×②+ 3607 1.2×①+1.4×0.7 3140V 2 0 -10 10 1.4×0.6×③-6 1.4×0.6×④10 ×②+1.4×③-12 2 上M 3 1 23 -23 1.2×①+1.4×②+ 24 1.2×①+1.4×②+ -15 1.2×①+1.4×0.7 37N 1902 1545 27 -27 1.4×0.6×③4467 1.4×0.6×④4422 ×②+1.4×③3833 下M -3 -1 -23 23 -25 15 -37 N 1902 1545 27 -27 1.2×①+1.4×②+ 4467 1.2×①+1.4×②+ 4422 1.2×①+1.4×0.7 3833V 2 0 -11 11 1.4×0.6×③-7 1.4×0.6×④11 ×②+1.4×③-14 1 上M 2 1 26 -26 1.2×①+1.4×②+ 26 1.2×①+1.4×②+ -17 1.2×①+1.4×0.7 40N 2263 1870 29 -29 1.4×0.6×③5358 1.4×0.6×④5309 ×②+1.4×③4589 下M -1 -1 -30 30 -28 23 -44 N 2263 1870 29 -29 1.2×①+1.4×②+ 5358 1.2×①+1.4×②+ 5309 1.2×①+1.4×0.7 4589表3-79 用于承载力计算的框架柱由活荷载效应控制的基本组合表(○C轴处柱)恒荷载活荷载左风右风N max相应的M N min相应的M │M│max 相应的N 层数①②③④组合项目数值组合项目数值组合项目数值10 上M 4 1 3 -3 1.2×①+1.4×②+ 9 1.2×①+1.4×②+ 4 1.2×①+1.4×0.7 11N 163 95 0 0 1.4×0.6×③329 1.4×0.6×④328 ×②+1.4×③289 下M -3 0 -3 3 -6 -2 -7 N 163 95 0 0 1.2×①+1.4×②+ 329 1.2×①+1.4×②+ 328 1.2×①+1.4×0.7 289V 2 0 1 -1 1.4×0.6×③ 3 1.4×0.6×④ 1 ×②+1.4×③ 4 9-4 上M 3 0 18 -18 1.2×①+1.4×②+ 19 1.2×①+1.4×②+ -11 1.2×①+1.4×0.7 28 N 1835 1338 4 -4 1.4×0.6×③4078 1.4×0.6×④4071 ×②+1.4×③3518 下M -5 0 -18 18 -21 9 -30 N 1835 1338 4 -4 1.2×①+1.4×②+ 4078 1.2×①+1.4×②+ 4071 1.2×①+1.4×0.7 3518V 2 0 8 -8 1.4×0.6×③9 1.4×0.6×④-5 ×②+1.4×③13 3 上M 3 0 22 -22 1.2×①+1.4×②+ 22 1.2×①+1.4×②+ -14 1.2×①+1.4×0.7 35N 2113 1545 3 -3 1.4×0.6×③4701 1.4×0.6×④4696 ×②+1.4×③4054 下M 0 0 -20 20 -17 17 -28 N 2113 1545 3 -3 1.2×①+1.4×②+ 4701 1.2×①+1.4×②+ 4696 1.2×①+1.4×0.7 4054V 2 0 10 -10 1.4×0.6×③10 1.4×0.6×④-6 ×②+1.4×③16 2 上M 0 0 23 -23 1.2×①+1.4×②+ 20 1.2×①+1.4×②+ -20 1.2×①+1.4×0.7 33N 2500 1860 3 -3 1.4×0.6×③5607 1.4×0.6×④5602 ×②+1.4×③4828 下M 0 0 -23 23 -20 20 -33 N 2500 1860 3 -3 1.2×①+1.4×②+ 5607 1.2×①+1.4×②+ 5602 1.2×①+1.4×0.7 4828V 2 0 11 -11 1.4×0.6×③11 1.4×0.6×④-7 ×②+1.4×③17 1 上M 0 0 26 -26 1.2×①+1.4×②+ 22 1.2×①+1.4×②+ -22 1.2×①+1.4×0.7 36N 2916 2203 3 -3 1.4×0.6×③6585 1.4×0.6×④6580 ×②+1.4×③5662 下M 0 0 -30 30 -25 25 -42 N 2916 2203 3 -3 1.2×①+1.4×②+ 6585 1.2×①+1.4×②+ 6580 1.2×①+1.4×0.7 5662。

层次截面内力左风右风M 28.1 1.250.3200V -32.56-2.5-0.6300M -26.95-7.73-2.13 5.78-5.78V 43.1413.83 3.51-2.08 2.08M 28.39.94 2.48 4.22-4.22V -43.84-14.98-3.69-2.08 2.08M -27.93-9.37-2.34 4.22-4.22V 43.714.44 3.61-1.76 1.76M 27.119.22 2.3 4.22-4.22V -43.28-14.36-3.59-1.76 1.76M -28.55-9.22-2.3 4.22-4.22V 43.4914.4 3.6-1.76 1.761—2M 26.748.76 2.220.78-0.782—3M 26.728.89 2.22003—4M 26.998.87 2.2200M 29.04 1.25 1.2500V -35.66-2.5-2.500M -31.85-8.64-8.4610.2-10.2V 50.9214.1414.09-3.99 3.99M 33.149.669.668.94-8.94V -51.6-14.66-14.71-3.99 3.99M -31.38-9.26-9.268.94-8.94V 50.0914.4114.41-3.73 3.73M 35.889.229.228.94-8.94V -52.43-14.39-14.39-3.73 3.73M -62.9-9.22-9.228.94-8.94V 75.614.414.4-3.73 3.731—2M 31.58.858.830.63-0.632—3M 31.818.888.88003—4M 50.798.878.8700M 29.04 1.25 1.2500V -35.66-2.5-2.500M -31.85-8.54-8.5416.24-16.24V 50.9214.1114.11-6.42 6.42M 33.149.669.6614.56-14.56V -51.6-14.69-14.69-6.42 6.42M -31.38-9.26-9.2614.56-14.56V 50.214.4114.41-6.07 6.07M 35.459.229.2214.56-14.56V -53.38-14.39-14.39-6.07 6.07M -63.33-9.22-9.2214.56-14.56V 75.614.414.4-6.07 6.071—2M 31.58.848.840.84-0.842—3M31.758.888.88001-2、2-3、3-4轴梁3右恒荷载活荷载雪荷载风荷载1左1右2左2右2右93左3右103左1右2左1左1右2左2右3左1左3右3—4M 50.918.878.8700M 29.04 1.25 1.2500V -35.66-2.5-2.500M -31.85-8.54-8.5422.1-22.1V 50.9214.1114.11-8.718.71M 33.149.669.6619.7-19.7V -51.6-14.69-14.69-8.718.71M -31.38-9.26-9.2619.7-19.7V 50.214.4114.41-8.218.21M 35.459.229.2219.7-19.7V -53.38-14.39-14.39-8.218.21M -63.33-9.22-9.2219.7-19.7V 75.614.414.4-8.218.211—2M 31.58.848.84 1.2-1.22—3M 31.758.888.88003—4M 50.918.878.8700M 29.04 1.25 1.2500V -35.66-2.5-2.500M -31.85-8.54-8.5427.83-27.83V 50.9214.1114.11-11.0811.08M 33.149.669.6625.36-25.36V -51.6-14.69-14.69-11.0811.08M -31.38-9.26-9.2625.36-25.36V 50.214.4114.41-10.5710.57M 35.459.229.2225.36-25.36V -53.38-14.39-14.39-10.5710.57M -63.33-9.22-9.2225.36-25.36V 75.614.414.4-10.5710.571—2M 31.58.848.84 1.24-1.242—3M 31.758.888.88003—4M 50.918.878.8700M 29.04 1.25 1.2500V -35.66-2.5-2.500M -31.85-8.54-8.5431.97-31.97V 50.9214.1114.11-12.9612.96M 33.149.669.6630.26-30.26V -51.6-14.69-14.69-12.9612.96M -31.38-9.26-9.2630.26-30.26V 50.214.4114.41-12.6112.61M 35.459.229.2230.26-30.26V -53.38-14.39-14.39-12.6112.61M -63.33-9.22-9.2230.26-30.26V 75.614.414.4-12.6112.611—2M 31.58.848.840.86-0.862—3M 31.758.888.88003—4M 50.918.878.8700M 29.04 1.25 1.25003左3左3右1左3右51左3右1右2左2右82左2右763左1右2左2右1右1左V -35.66-2.5-2.500M -31.85-8.54-8.5438.26-38.26V 50.9214.1114.11-14.8514.85M 33.149.669.6633.01-33.01V -51.6-14.69-14.69-14.8514.85M -31.38-9.26-9.2633.01-33.01V 50.214.4114.41-13.7513.75M 35.459.229.2233.01-33.01V -53.38-14.39-14.39-13.7513.75M -63.33-9.22-9.2233.01-33.01V 75.614.414.4-13.7513.751—2M 31.58.848.84 2.63-2.632—3M 31.758.888.88003—4M 50.918.878.8700M 29.04 1.25 1.2500V -35.66-2.5-2.500M -31.85-8.64-8.6439.05-39.05V 50.9214.1414.14-16.0416.04M 33.149.669.6637.94-37.94V -51.6-14.66-14.66-16.0416.04M -31.38-9.26-9.2637.94-37.94V 50.214.4114.41-15.8115.81M 35.459.229.2237.94-37.94V -53.38-14.39-14.39-15.8115.81M -63.33-9.22-9.2237.94-37.94V 75.614.414.4-15.8115.811—2M 31.58.858.850.56-0.562—3M 31.758.888.88003—4M 50.918.878.8700M 29.04 2.19 2.1900V -35.66-4.38-4.3800M -32.04-14.86-14.8643.85-43.85V 50.9724.6724.67-17.8617.86M 33.1416.916.941.87-41.87V -51.55-25.73-25.73-17.8617.86M -31.38-16.22-16.2241.87-41.87V 50.2225.2225.22-17.4517.45M 35.3816.1316.1341.87-41.87V -52.3-25.18-25.18-17.4517.45M -63.39-16.13-16.1341.87-41.87V 75.625.225.2-17.4517.451—2M 31.5215.4515.450.99-0.992—3M 31.7415.5415.54003—4M 50.9315.5215.5200M 29.04 2.19 2.1900V -35.66-4.38-4.3800M -31.69-14.44-14.4452.56-52.563左3左3左431左3右1右2左2右1左3右1左3右1右2左2右21右2左2右1左V 50.8824.6724.67-20.2120.21M 33.16171744.44-44.44V -51.64-25.73-25.73-20.2120.21M -31.22-16.25-16.2544.44-44.44V 49.9225.2225.22-18.5218.52M 36.3416.1316.1344.44-44.44V -52.6-25.18-25.18-18.5218.52M -62.66-16.13-16.1344.44-44.44V 75.625.225.2-18.5218.521—2M 31.4815.4115.41 4.06-4.062—3M 31.8515.5415.54003—4M 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27.94-27.94-46.63-47.08-11.6411.6472.6673.44 27.94-27.9445.4445.82-11.6411.64-72.04-72.79 27.94-27.94-47.17-47.76-11.6411.6472.3573.11 5.16-5.1644.3544.860044.5144.96 0044.8145.31 0036.6040.45 00-46.29-50.64 61.41-64.41-50.32-51.64-24.1424.1480.9082.88 54.46-54.4653.2954.40-24.1424.14-82.44-84.32 54.46-54.46-50.62-51.62-22.6922.6980.2882.03 54.46-54.4655.9657.66-22.6922.69-83.06-85.17 54.46-54.46-88.39-94.14-22.6922.69110.88116.46 3.48-3.4850.1951.380050.6051.82 0073.3777.44 0036.6040.45 00-46.29-50.64 93.87-93.87-50.18-51.54-37.1437.1480.8682.85 84.42-84.4253.2954.40-37.1437.14-82.49-84.35 84.42-84.42-50.62-51.62-35.1835.1880.4182.18 84.42-84.4255.4557.08-35.1835.18-84.20-86.45 84.42-84.42-88.90-94.72-35.1835.18110.88116.46 4.73-4.7350.1851.370050.5351.740073.5177.60 0036.6040.45 00-46.29-50.64 123.4-123.4-50.18-51.54 -48.6948.6980.8682.85 110.32-110.3253.2954.40 -48.6948.69-82.49-84.35 110.32-110.32-50.62-51.62 -45.9745.9780.4182.18 110.32-110.3255.4557.08 -45.9745.97-84.20-86.45 110.32-110.32-88.90-94.72 -45.9745.97110.88116.46 6.54-6.5450.1851.370050.5351.74 0073.5177.60 0036.6040.45 00-46.29-50.64 150.9-150.9-50.18-51.54 -60.1360.1380.8682.85 137.71-137.7153.2954.40 -60.1360.13-82.49-84.35 137.71-137.71-50.62-51.62 -57.3857.3880.4182.18 137.71-137.7155.4557.08 -57.3857.38-84.20-86.45 137.71-137.71-88.90-94.72 -57.3857.38110.88116.46 6.6-6.650.1851.370050.5351.74 0073.5177.60 0036.6040.45 00-46.29-50.64 168.66-168.66-50.18-51.54 -68.4168.4180.8682.85 159.7-159.753.2954.40 -68.4168.41-82.49-84.35 159.7-159.7-50.62-51.62 -66.5466.5480.4182.18 159.7-159.755.4557.08 -66.5466.54-84.20-86.45 159.7-159.7-88.90-94.72 -66.5466.54110.88116.46 4.48-4.4850.1851.370050.5351.74 0073.5177.60 0036.6040.4500-46.29-50.64 196.34-196.34-50.18-51.54 -76.2176.2180.8682.85 169.48-169.4853.2954.40 -76.2176.21-82.49-84.35 169.48-169.48-50.62-51.62 -70.6270.6280.4182.18 169.48-169.4855.4557.08 -70.6270.62-84.20-86.45 169.48-169.48-88.90-94.72 -70.6270.62110.88116.46 13.43-13.4350.1851.370050.5351.74 0073.5177.60 0036.6040.45 00-46.29-50.64 178.01-178.01-50.32-51.64 -73.1773.1780.9082.88 173.2-173.253.2954.40 -73.1773.17-82.44-84.32 173.2-173.2-50.62-51.62 -72.1772.1780.4182.18 173.2-173.255.4557.08 -72.1772.17-84.20-86.45 173.2-173.2-88.90-94.72 -72.1772.17110.88116.46 2.41-2.4150.1951.380050.5351.74 0073.5177.60 0037.9141.39 00-48.92-52.52 178.1-178.1-59.25-58.11 -72.4772.4795.7093.48 169.77-169.7763.4361.64 -72.4772.47-97.88-95.32 169.77-169.77-60.36-58.58 -70.7470.7495.5793.02 169.77-169.7765.0463.89 -70.7470.74-98.01-95.79 169.77-169.77-98.65-101.71 -70.7470.74126.00127.26 4.17-4.1759.4558.000059.8458.39 0082.8484.28 0037.9141.39 00-48.92-52.52 203.04-203.04-58.24-57.22-77.9577.9595.5993.36 171.14-171.1463.5961.77 -77.9577.95-97.99-95.44 171.14-171.14-60.21-58.40 -71.3171.3195.2192.61 171.14-171.1466.1965.19 -71.3171.31-98.37-96.19 171.14-171.14-97.77-100.72 -71.3171.31126.00127.26 15.95-15.9559.3557.910059.9858.54 0082.6084.01地震左震右震-55.8755.87 2.16 2.43 00233.56236.25 -17.8417.8417.1619.31 00272.45280.01 -91.0891.0823.3626.28 00505.92516.58 -49.0449.0420.9023.52 00544.81560.34 -119.79119.7920.9023.52 00778.28796.91 -79.8679.8620.9023.52 00817.18840.66 -140.77140.7720.9023.52 001050.651077.24 -111.51111.5120.9023.52 001089.541120.99 -163.91163.9120.9023.52 001323.011357.56 -134.11134.1120.9023.52 001361.901401.32 -185.28185.2820.9023.52 001595.381637.89 -151.59151.5920.9023.52 001634.271681.65 -187.36187.3620.9023.52 001867.741918.22 -181.46181.4620.9023.52 001906.631961.97 -164.94161.9420.9023.52 002140.102198.55 -164.94164.9420.5623.13002179.002242.30 -174.59174.5921.4624.14 002460.102512.89 -174.59174.5925.9929.24 002498.992556.65 -167.69167.6913.4915.17 002780.092827.24 -356.33356.33 5.62-80.9092.14 6.747.59 002282.712230.472230.472843.722898.83 97.04-97.04-3.1220.44-26.68-3.75-4.221轴柱地震左震右震-38.2638.2618.7816.29 13.79-13.79196.78202.61 -2.57 2.5713.9712.63 13.79-13.79235.67246.36 -58.8458.8412.3111.44 37.93-37.93445.24463.77 -18.7818.7813.0511.97 37.93-37.93484.13507.52 -75.0975.0913.0511.97 75.07-75.07693.70724.93 -35.535.513.0511.97 75.07-75.07732.59768.69 -87.987.913.0511.97 123.76-123.76942.16986.10 -51.8551.8513.0511.97 123.76-123.76981.051029.85 -99.0599.0513.0511.97 183.89-183.891190.621247.26 -66.0366.0313.0511.97 183.89-183.891229.511291.01 -102.63102.6313.0511.97 252.3-252.31439.081508.42 -83.9783.9713.0511.97 252.3-252.31477.971552.18 -112.37112.3713.0511.97 328.51-328.511687.541769.59 -91.9491.9412.3511.47 328.51-328.511726.431813.34 -86.0786.0713.9312.60 401.68-401.681936.002030.75 -96.6796.6716.8114.65 401.68-401.681974.892074.50 -81.4381.4319.3416.60 474.15-474.152217.972315.85-111.99111.9923.1119.96474.15-474.152256.862359.61-91.0591.0511.7710.17552.1-552.12499.952600.96-332.45332.45 4.47-76.5384.93 5.90 5.10552.1-552.12075.022141.021935.462563.582672.5578.43-78.43-2.4816.71-21.38-3.27-2.832431.00-329.3276.691326.80335.58-80.16左震右震-55.8755.87-1.56-1.34-2.15 2.15233.56236.25-17.8417.84-1.64-1.72-2.15 2.15272.45280.01-91.0891.08-1.64-1.72-3.6 3.6477.91485.07-49.0449.04-1.64-1.72-3.6 3.6516.80528.83-119.79119.79-1.64-1.72-5.56 5.56722.27733.89-79.8679.86-1.64-1.72-5.56 5.56761.16777.65-140.77140.77-1.64-1.72-8.288.28966.62982.71-111.51111.51-1.64-1.72-8.288.281005.521026.46-163.91163.91-1.64-1.72-11.0311.031210.981231.53-134.11134.11-1.64-1.72-11.0311.031249.871275.28-185.28185.28-1.64-1.72-12.912.91455.341480.35-151.59151.59-1.64-1.72-12.912.91494.231524.10-187.36187.36-1.64-1.72-18.4918.491699.691729.17-181.46181.46-1.64-1.72-18.4918.491738.581772.92-164.94164.94-1.64-1.72-19.4919.491944.051977.98-164.94164.94-1.92-1.92-19.4919.491982.942021.74-174.59174.59-1.92-1.92-21.2221.222236.032260.82-174.59174.59-2.33-2.382轴柱地震组合地震-21.2221.222274.922304.58 -167.69167.69-1.90-1.84 -27.8627.862528.022543.66 -356.33356.33-0.75-87.2485.79-0.95-0.92 -27.8627.862072.652015.2662025.5622591.652615.25 97.04-97.040.4223.96-23.160.530.51组合值25.4339.19—-33.53——-62.5212.09-62.52 61.03——-0.6653.83-0.66-31.36——-53.43 1.05-53.43 59.28——-1.8152.68-1.81-33.11——-53.970.51-53.97 59.06——20.0325.0525.2926.7040.45—-37.65——-95.2727.4-95.27 85.80——-18.9387.27-18.93-33.46——-85.5120.69-85.51 83.51——-16.6689.54-16.66-35.75——-113.86—-113.86 109.53——28.9332.6349.7026.7040.45—-37.65——-124.0359.02-124.03 100.17——-48.14116.48-48.14-19.08——-114.7249.9-114.72 97.43——-46.26118.36-46.26-22.91——-143.4621.16-143.46 123.33——27.7232.5726.7040.45—-37.65——-152.8287.81-152.82 112.94——-73.39141.74-73.39 -6.32——-139.9775.15-139.97 109.35——-71.51143.62-71.51 -10.99——-168.7146.42-168.71 135.25——25.9532.5749.8126.7040.45—-37.65——-179.64114.62-179.64 125.58——-100.09168.44-100.09 6.32——-166.68101.86-166.68 121.96——-98.21170.32-98.21 1.62——-195.4173.12-195.41 147.86——25.8932.5749.8126.7040.45—-37.65——-196.95131.94-196.95 134.73——-121.53189.88-121.53 15.47——-188.12123.3-188.12 132.08——-119.65191.76-119.65 11.74——-216.8594.56-216.85 157.98——27.9632.5749.8126.7040.45—-223.94158.92-223.94 143.35——-131.07199.42-131.07 24.09——-197.65132.83-197.65 136.59——-129.19201.3-129.19 16.25——-226.39104.1-226.39 162.49——19.2332.5749.8126.7040.45—-37.65——-206.11141.01-206.11 140.00——-134.70203.04-134.7 20.74——-201.28136.46-201.28 138.30——-132.82204.92-132.82 17.96——-230.02107.72-230.02 164.20——29.9832.5749.8127.1241.39—-38.61——-209.17138.12-209.17 144.65——-128.09202.96-128.09 14.38——-201.07129.98-201.07 142.25——-126.43204.63-126.43 11.98——-229.84101.22-229.84 168.13———31.2535.5652.8227.1241.39—-38.61——-232.98162.95-232.98组合值V跨中M—-46.46—72.07—-74.16—73.44—-72.79—73.1144.8644.9645.31—-50.64—85.8—-86.81—83.51—-85.89—116.4651.3851.8277.44—-50.64—100.17—-101.16—97.43—-100.66—123.3351.3751.7477.6—-50.64—112.94—-113.93—109.35—-112.58—135.2551.3751.7477.6—-50.64—125.58—-126.57—121.96—-125.19—147.8651.3751.7477.6—-50.64—134.73—-135.72—132.08—-135.31—157.9851.3751.7477.6——143.35—-144.34—136.59—-139.82—162.4951.3751.7477.6—-50.64—140—-140.96—138.3—-141.53—164.251.3851.7477.6—-52.52—144.65—-145.78—142.25—-144.36—168.1359.4559.3484.28—-52.52——-151.93—142.58—-145.29—168.7659.3559.9884.01。