PKPM有没有执行高规10.2.17条？

框架柱地震剪力百分比
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层号 塔号 柱剪力 总剪力 柱剪力百分比 分段后底部剪力V0 柱剪力/V0

29 1 X 8.8 219.9 3.99%
Y 22.4 231.5 9.65%
28 1 X 17.9 280.9 6.39%
Y 37.5 297.9 12.59%
27 1 X 19.8 582.6 3.40%
Y 56.2 626.1 8.97%
26 1 X 21.2 831.7 2.55%
Y 61.4 898.4 6.83%
25 1 X 23.5 1021.5 2.30% 3195.7 0.74%
Y 65.7 1107.7 5.94% 3380.0 1.95%
24 1 X 26.0 1164.6 2.23% 3195.7 0.81%
Y 71.0 1265.9 5.61% 3380.0 2.10%
23 1 X 28.1 1275.6 2.20% 3195.7 0.88%
Y 75.9 1386.3 5.48% 3380.0 2.25%
22 1 X 30.2 1367.9 2.21% 3195.7 0.95%
Y 80.6 1481.6 5.44% 3380.0 2.38%
21 1 X 32.2 1451.6 2.22% 3195.7 1.01%
Y 85.1 1561.9 5.45% 3380.0 2.52%
20 1 X 34.3 1532.3 2.24% 3195.7 1.07%
Y 89.4 1634.8 5.47% 3380.0 2.65%
19 1 X 36.0 1613.0 2.23% 3195.7 1.13%
Y 93.0 1706.0 5.45% 3380.0 2.75%
18 1 X 38.7 1694.8 2.28% 3195.7 1.21%
Y 100.0 1779.3 5.62% 3380.0 2.96%
17 1 X 40.3 1777.5 2.27% 3195.7 1.26%
Y 103.3 1856.5 5.56% 3380.0 3.05%
16 1 X 42.0 1859.8 2.26% 3195.7 1.31%
Y 106.7 1936.9 5.51% 3380.0 3.16%
15 1 X 44.2 1938.6 2.28% 3195.7 1.38%
Y 112.3 2017.3 5.56% 3380.0 3.32%
14 1 X 45.5 2012.5 2.26% 3195.7 1.42%
Y 114.7 2095.1 5.48% 3380.0 3.39%
13 1 X 46.4 2080.7 2.23% 3195.7 1.45%
Y 116.7 2168.6 5.38% 3380.0 3.45%
12 1 X 47.6 2144.8 2.22% 3195.7 1.49%
Y 120.1 2238.0 5.37% 3380.0 3.55%
11 1 X 47.7 2206.2 2.16% 3195.7 1.49%
Y 119.7 2304.2 5.20% 3380.0 3.54%
10 1 X 47.5 2266.3 2.09% 3195.7 1.49%
Y 118.1 2368.6 4.98% 3380.0 3.49%
9 1 X 46.2 2325.7 1.99% 3195.7 1.45%
Y 115.5 2432.5 4.75% 3380.0 3.42%
8 1 X 46.9 2384.0 1.97% 3195.7 1.47%
Y 113.8 2496.6 4.56% 3380.0 3.37%
7 1 X 45.6 2443.9 1.87% 3195.7 1.43%
Y 111.6 2564.1 4.35% 3380.0 3.30%
6 1 X 41.1 2506.4 1.64% 3195.7 1.29%
Y 98.6 2636.0 3.74% 3380.0 2.92%
5 1 X 33.5 2577.4 1.30% 3195.7 1.05%
Y 78.8 2718.2 2.90% 3380.0 2.33%
4 1 X 909.5 2866.7 31.73% 3195.7 28.46%
Y 1008.1 3040.8 33.15% 3380.0 29.82%
3 1 X 324.9 3063.1 10.61% 3195.7 10.17%
Y 463.6 3251.6 14.26% 3380.0 13.72%
2 1 X 353.7 3172.4 11.15% 3195.7 11.07%
Y 382.0 3359.6 11.37% 3380.0 11.30%
1 1 X 360.3 3195.7 11.27% 3195.7 11.27%
Y 272.6 3380.0 8.06% 3380.0 8.06%
这个是我最近做的一个转换结构，发现框支柱的剪力才达到总剪力的11%左右，达不到规范要求的20%，这个是程序自动调整，还是需要我按0.2V0来调整！！