规定水平力框架柱及短肢墙地震倾覆力矩百分比(抗规)
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层号 塔号 框架柱 短肢墙

18 1 X 1.33% 3.99%
Y 0.43% 1.17%
17 1 X 1.31% 3.95%
Y 0.43% 1.20%
16 1 X 1.28% 3.93%
Y 0.44% 1.22%
15 1 X 1.26% 3.90%
Y 0.45% 1.25%
14 1 X 1.24% 3.87%
Y 0.46% 1.27%
13 1 X 1.22% 3.84%
Y 0.46% 1.29%
12 1 X 1.19% 3.81%
Y 0.47% 1.31%
11 1 X 1.17% 3.79%
Y 0.47% 1.34%
10 1 X 1.15% 3.76%
Y 0.47% 1.35%
9 1 X 1.13% 3.72%
Y 0.48% 1.37%
8 1 X 1.11% 3.69%
Y 0.48% 1.38%
7 1 X 1.08% 3.66%
Y 0.47% 1.40%
6 1 X 1.06% 3.61%
Y 0.47% 1.40%
5 1 X 1.03% 3.56%
Y 0.46% 1.40%
4 1 X 1.00% 3.49%
Y 0.45% 1.39%
3 1 X 0.97% 3.65%
Y 0.44% 1.45%
2 1 X 0.92% 3.49%
Y 0.43% 1.39%
1 1 X 0.89% 3.36%
Y 0.42% 1.34%
想请教一下，短肢剪力墙抗倾覆力矩不能超过50%，是指框架柱和短肢剪力墙加起来吗？每层都要吗?