关于框架核心筒pkpm结果的查看

文本文件中规定水平力框架柱及短肢墙地震倾覆力矩百分比(抗规)里，除了看嵌固端下面的百分比，还要看些什么呢？？老板说框架的倾覆力矩要占45%左右，这个怎么满足？

层号 塔号 框架柱 短肢墙

34 1 X 0.00% -0.09%
Y 0.00% 9.47%
33 1 X 85.93% 0.03%
Y 121.46% -6.35%
32 1 X 76.09% 0.01%
Y 104.37% -2.74%
31 1 X 68.94% 0.01%
Y 92.18% -1.55%
30 1 X 64.15% 0.01%
Y 83.99% -1.01%
29 1 X 60.90% 0.00%
Y 78.39% -0.73%
28 1 X 58.45% 0.00%
Y 74.27% -0.55%
27 1 X 56.65% 0.00%
Y 71.28% -0.44%
26 1 X 55.22% 0.00%
Y 68.90% -0.36%
25 1 X 54.06% 0.00%
Y 67.07% -0.30%
24 1 X 52.96% 0.00%
Y 65.39% -0.26%
23 1 X 52.13% 0.00%
Y 64.31% -0.23%
22 1 X 51.30% 0.00%
Y 63.24% -0.20%
21 1 X 50.54% 0.00%
Y 62.25% -0.18%
20 1 X 49.78% 0.00%
Y 61.38% -0.16%
19 1 X 49.07% 0.00%
Y 60.59% -0.15%
18 1 X 47.35% 0.00%
Y 57.96% -0.13%
17 1 X 45.94% 0.00%
Y 56.39% -0.12%
16 1 X 44.74% 0.00%
Y 54.92% -0.11%
15 1 X 43.62% 0.00%
Y 53.54% -0.10%
14 1 X 42.59% 0.00%
Y 52.23% -0.10%
13 1 X 41.63% 0.00%
Y 50.96% -0.09%
12 1 X 40.74% 0.00%
Y 49.74% -0.08%
11 1 X 39.78% 0.00%
Y 48.50% -0.08%
10 1 X 38.92% 0.00%
Y 47.31% -0.07%
9 1 X 38.08% 0.00%
Y 46.14% -0.07%
8 1 X 37.27% 0.00%
Y 44.99% -0.06%
7 1 X 36.51% 0.00%
Y 43.87% -0.06%
6 1 X 35.63% 0.00%
Y 42.70% -0.06%
5 1 X 33.44% 0.00%
Y 40.57% -0.05%
4 1 X 32.41% 0.00%
Y 39.23% -0.05%
3 1 X 31.03% 0.00%
Y 37.77% -0.05%
2 1 X 31.44% 0.00%
Y 38.71% -0.05%
1 1 X 31.63% 0.00%
Y 39.02% -0.05%