27 1 X 159.7 159.7 100.00%
Y 143.0 143.0 100.00%
26 1 X 242.3 428.5 56.54% 4677.8 5.18%
Y 223.2 362.7 61.54% 3965.1 5.63%
25 1 X 455.2 877.3 51.89% 4677.8 9.73%
Y 460.6 723.0 63.71% 3965.1 11.62%
24 1 X 565.7 1354.6 41.76% 4677.8 12.09%
Y 577.7 1119.1 51.62% 3965.1 14.57%
23 1 X 573.5 1722.5 33.30% 4677.8 12.26%
Y 585.4 1424.7 41.09% 3965.1 14.76%
22 1 X 594.5 2011.1 29.56% 4677.8 12.71%
Y 627.4 1672.0 37.52% 3965.1 15.82%
21 1 X 617.6 2233.1 27.66% 4677.8 13.20%
Y 666.7 1873.1 35.59% 3965.1 16.81%
20 1 X 585.3 2404.4 24.34% 4677.8 12.51%
Y 649.8 2038.2 31.88% 3965.1 16.39%
19 1 X 714.2 2548.5 28.02% 4677.8 15.27%
Y 803.6 2181.9 36.83% 3965.1 20.27%
18 1 X 676.4 2670.8 25.33% 4677.8 14.46%
Y 771.0 2303.3 33.47% 3965.1 19.44%
17 1 X 688.4 2778.5 24.77% 4677.8 14.72%
Y 796.1 2408.2 33.06% 3965.1 20.08%
16 1 X 690.0 2877.1 23.98% 4677.8 14.75%
Y 796.2 2504.1 31.80% 3965.1 20.08%
15 1 X 708.6 2973.4 23.83% 4677.8 15.15%
Y 820.4 2598.9 31.57% 3965.1 20.69%
14 1 X 704.2 3074.3 22.91% 4677.8 15.05%
Y 830.3 2697.0 30.78% 3965.1 20.94%
13 1 X 700.0 3187.0 21.96% 4677.8 14.96%
Y 836.2 2800.0 29.86% 3965.1 21.09%
12 1 X 691.1 3316.3 20.84% 4677.8 14.77%
Y 839.7 2909.0 28.87% 3965.1 21.18%
11 1 X 687.1 3463.4 19.84% 4677.8 14.69%
Y 848.6 3025.5 28.05% 3965.1 21.40%
10 1 X 643.1 3625.5 17.74% 4677.8 13.75%
Y 804.0 3151.0 25.52% 3965.1 20.28%
9 1 X 745.9 3802.2 19.62% 4677.8 15.94%
Y 949.0 3289.2 28.85% 3965.1 23.93%
8 1 X 676.1 3984.1 16.97% 4677.8 14.45%
Y 891.3 3433.2 25.96% 3965.1 22.48%
7 1 X 658.6 4166.1 15.81% 4677.8 14.08%
Y 879.6 3576.7 24.59% 3965.1 22.18%
6 1 X 621.4 4344.7 14.30% 4677.8 13.28%
Y 851.5 3714.5 22.92% 3965.1 21.48%
5 1 X 563.0 4514.5 12.47% 4677.8 12.04%
Y 812.8 3842.6 21.15% 3965.1 20.50%
4 1 X 617.6 4677.8 13.20% 4677.8 13.20%
Y 849.8 3965.1 21.43% 3965.1 21.43%
3 1 X 639.9 4882.1 13.11% 5086.7 12.58%
Y 741.3 4121.8 17.98% 4282.7 17.31%
2 1 X 471.2 5022.5 9.38% 5086.7 9.26%
Y 620.1 4232.6 14.65% 4282.7 14.48%
1 1 X 686.5 5086.7 13.50% 5086.7 13.50%
Y 765.0 4282.7 17.86% 4282.7 17.86%

9．1．11 抗震设计时，筒体结构的框架部分按侧向刚度分配的楼层地震剪力标准值应符合下列规定：
1 框架部分分配的楼层地震剪力标准值的最大值 不宜小于结构底部总地震剪力标准值的10％。


我现在1~3层是一段，2层不满足10%，这个有没有关系？