新手请教 高规7.1.2条

MV02Q.OUT
框架柱及短肢墙地震倾覆弯矩百分比
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柱及短肢墙倾覆弯矩 墙倾覆弯矩 柱及短肢墙倾覆弯矩百分比

18层 X向地震: 519.1 0.0 100.00%
18层 Y向地震: 547.8 0.0 100.00%
17层 X向地震: 1851.6 962.7 65.79%
17层 Y向地震: 1352.1 991.9 57.68%
16层 X向地震: 2988.4 1832.5 61.99%
16层 Y向地震: 2038.8 2463.1 45.29%
15层 X向地震: 4248.6 2834.0 59.99%
15层 Y向地震: 2774.9 4234.4 39.59%
14层 X向地震: 5572.8 3948.8 58.53%
14层 Y向地震: 3534.7 6188.5 36.35%
13层 X向地震: 6946.6 5159.1 57.38%
13层 Y向地震: 4291.4 8288.9 34.11%
12层 X向地震: 8360.2 6425.7 56.54%
12层 Y向地震: 5061.6 10467.7 32.59%
11层 X向地震: 9805.6 7419.8 56.93%
11层 Y向地震: 5870.5 12744.5 31.54%
10层 X向地震: 11301.8 8712.0 56.47%
10层 Y向地震: 6780.3 15120.0 30.96%
9层 X向地震: 12817.5 10156.4 55.79%
9层 Y向地震: 7705.6 17676.0 30.36%
8层 X向地震: 14343.9 11754.6 54.96%
8层 Y向地震: 8607.8 20475.8 29.60%
7层 X向地震: 15867.8 13558.8 53.92%
7层 Y向地震: 9509.4 23510.5 28.80%
6层 X向地震: 17405.8 15569.8 52.78%
6层 Y向地震: 10355.5 26897.2 27.80%
5层 X向地震: 19045.4 17710.2 51.82%
5层 Y向地震: 11234.0 30523.7 26.90%
4层 X向地震: 20602.6 20128.8 50.58%
4层 Y向地震: 12124.1 34373.2 26.07%
3层 X向地震: 21961.0 22935.5 48.91%
3层 Y向地震: 13077.1 38536.7 25.34%
2层 X向地震: 23198.5 26002.9 47.15%
2层 Y向地震: 13948.7 42757.8 24.60%
1层 X向地震: 24677.9 31176.9 44.18%
1层 Y向地震: 15113.2 49369.2 23.44%

是的，同意楼上的。倾覆力矩和0.2Q0调整系数那一项。