表7.5.11倒三角形荷载及顶点集中荷载作用下内力计算(连梁刚结) 倒三角形荷载 顶点集中荷载 层次H V,(KN)V,(kI m (kN Ww(kN) V (kN) V(N)V(kN V,(kN) -1814.111814.1|974.03 840.08 840.08 0.0033.011078.3257.97914.9849.35 -4840.03-989.731842.96989.52 85344121742342.501071.82575.48917.99496.34 31.6-62695-10.261906.861023.83913.5788032841.91|362.251052.08564.88927.13487.20 280-5749.0581.7197532106.0162.36914:332.37395.5108.3546.7692647.s 244-2517.11204.132021.571085.43228956936.155351.42445.06969.27520.42965.4844.85 20.82865.591780.892021.561085.42|2866.31|936.147067.40511.33903.00484.84 996.17 418.16 17210276.77234.351952.981048.603295904.399056.68597.37|816.95438.641036.01378.31 13.6 285911734.43963.47389.37830.961196 707.8l 327.77 152457818.584275.47706.00 571.34306.761149 548345.214231.73996.96535294767.02461.6718437.011060.14|354.18190.171250.3 164.02 74558.215335.91 5335.910.0025191.231414.32|0.00 0.001414.320.00 注:V,分别表示总剪力墙和总框架的名义剪力,分别按式(7.3.16)、(7.3.17)以及(7.3.2)(7.323)计算。9 表 7.5.11 倒三角形荷载及顶点集中荷载作用下内力计算（连梁刚结） 注： ' Vw ， ' Vf 分别表示总剪力墙和总框架的名义剪力，分别按式（7.3.16）、（7.3.17）以及（7.3.22）、（7.3.23）计算。 层次 Hi （m） 倒三角形荷载 顶点集中荷载 Mw (kN.m) ' Vw (kN) ' Vf (kN) m(kN) Vw(kN) Vf(kN) Mw (kN.m) ' Vw (kN) ' Vf (kN) m(kN) Vw(kN) Vf(kN) 10 38.8 0.00 -1814.11 1814.11 974.03 -840.08 840.08 0.00 336.01 1078.32 578.97 914.98 499.35 9 35.2 -4840.03 -989.73 1842.96 989.52 90.80 853.44 1217.42 342.50 1071.82 575.48 917.99 496.34 8 31.6 -6626.95 -110.26 1906.86 1023.83 913.57 883.03 2841.91 362.25 1052.08 564.88 927.13 487.20 7 28.0 -5749.50 581.77 1975.32 1060.59 1642.36 914.73 3842.37 395.95 1018.33 546.76 942.76 471.57 6 24.4 -2517.71 1204.13 2021.57 1085.43 2289.56 936.15 5351.42 445.06 969.27 520.42 965.48 448.85 5 20.8 2865.59 1780.89 2021.56 1085.42 2866.31 936.14 7067.40 511.33 903.00 484.84 996.17 418.16 4 17.2 10276.77 2334.35 1952.98 1048.60 3382.95 904.39 9056.68 597.37 816.95 438.64 1036.01 378.31 3 13.6 19670.62 2885.91 1794.43 963.47 3849.37 830.96 11396.17 706.52 707.81 380.04 1086.55 327.77 2 10.0 31078.59 3456.90 1524.57 818.58 4275.47 706.00 14176.35 842.98 571.34 306.76 1149.75 264.58 1 5.5 48345.21 4231.73 996.96 535.29 4767.02 461.67 18437.01 1060.14 354.18 190.17 1250.31 164.02 0.0 74558.21 5335.91 0.00 0.00 5335.91 0.00 25191.23 1414.32 0.00 0.00 1414.32 0.00