结构审查补充计算书11-02

1、11#楼(左)超配筋信息-11#楼(左) SATWE 0.2VD 调整信息/|第 8 层配筋、验算|公司名称:|-SATWE 0.2V0 调整信息输出 SATWE2010_V2.2 中文版 (2014 年 9 月 23 日 9 时 52 分)文件名: WV02Q.OUT|-|第 7 层配筋、验算|-|-|工程名称|工程代号:设计人 :校核人 :计算日期:2015/04/27 |计算时间:13:23:48|第 6 层配筋、验算|-/-*各层各塔的规定水平力*|第 5 层配筋、验算|-层号塔号X 向(KN)Y 向(KN)|第 4 层配筋、验算|-881211111118.78.7325.0277.

2、7225.7180.7137.6100.050.17.17.1287.2235.3191.5155.7121.591.447.7-7654321|第 3 层配筋、验算|-|第 2 层配筋、验算|-*|第 1 层配筋、验算|规定水平力框架柱及短肢墙倾覆力矩(抗规)-*层号塔号框架柱短肢墙墙斜撑81X Y X Y X YX13.110.713.110.71086.6815.22290.20.00.00.00.00.00.00.00.00.00.00.0-40.0103.9547.60.00.00.00.00.00.00.0827161Y X Y X Y X Y X Y XY1921.73769.5

3、3382.75401.05092.87327.27052.48920.29041.210774.811485.90.00.00.00.00.00.00.00.00.00.00.0547.01515.21191.62855.42039.14251.82942.86378.04184.29016.55650.70.00.00.00.00.00.00.00.00.00.00.05181X12.9213.10.00.00.041Y1.9410.70.00.00.03182X29.3913.10.00.00.021Y1.9410.70.00.00.01171X21.16409.10.0637.40.0Y

4、-0.80949.90.0-30.6*规定水平力框架柱及短肢墙倾覆力矩百分比(抗规)*0.061X21.161768.10.01454.00.0Y0.352182.40.0594.10.0层号塔号框架柱短肢墙墙斜撑51X21.163447.10.02570.40.081X Y X Y X Y X Y X Y X Y X Y X Y XY100.00%100.00%100.00%100.00%103.82%88.69%80.70%77.84%71.33%73.95%65.42%71.41%63.28%70.56%58.31%68.36%54.44%67.03%0.00%0.00%0.00%0.0

5、0%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%-3.82%11.31%19.30%22.16%28.67%26.05%34.58%28.59%36.72%29.44%41.69%31.64%45.56%32.97%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%Y1.013437.20.01637.70.08241X21.165

6、256.40.04150.80.071Y1.115007.70.02884.20.06131X21.167357.40.05886.50.051Y1.076925.50.04168.70.04121X21.168645.50.08414.90.031Y0.908565.30.05615.00.02111X21.168343.20.011446.80.011Y0.2310912.90.06223.00.0*规定水平力框架柱及短肢墙倾覆力矩(轴力方式)*规定水平力框架柱及短肢墙倾覆力矩百分比(轴力方式)*层号 塔号合力点框架柱短肢墙墙层号 塔号框架柱短肢墙墙斜撑斜撑Y11991.20.06312.

7、20.081X Y X Y X Y X Y X Y X Y X Y X Y XY100.00%100.00%100.00%100.00%39.09%103.33%54.87%78.60%57.28%67.73%55.88%63.45%55.55%62.42%50.68%60.40%42.16%63.68%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%60.91%-3.33%45.13%21.40%42.72%32.27%4

8、4.12%36.55%44.45%37.58%49.32%39.60%57.84%36.32%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%*82内力 CQC 的框架柱及短肢墙倾覆力矩百分比*71层号塔号框架柱短肢墙墙斜撑6181X Y X Y X Y X Y X Y X Y X Y X Y XY100.00%100.00%100.00%100.00%60.16%77.49%63.09%72.91%62.19%70.88%60.17%69.29%59.80%68

9、.92%56.34%66.94%53.06%65.51%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%39.84%22.51%36.91%27.09%37.81%29.12%39.83%30.71%40.20%31.08%43.66%33.06%46.94%34.49%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.0

10、0%0.00%0.00%51824171316121511141*31内力 CQC 的框架柱及短肢墙倾覆力矩*21层号塔号框架柱短肢墙墙斜撑1181X Y X Y X Y X Y X Y X Y X Y X YX21.839.821.839.81167.1905.72428.02059.83992.33581.75728.15363.77757.67424.09495.09495.711376.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0772.9263.11420.6765.52427.71471.43791

11、.52377.75215.33347.87358.94689.010064.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0*82框架柱剪力百分比*71层号柱剪力/V0塔号柱剪力总剪力柱剪力百分比分段后底部剪力V0615181X Y X Y X Y X YX8.77.18.77.1356.3261.8419.4379.4516.38.77.18.77.1342.5301.4620.2536.6845.9100.00%100.00%100.00%100.00%104.03%86.88%67.62%70.69%61.03%4182317121

12、611151Y X Y X Y X Y XY501.0570.6587.0689.1689.4539.0665.9544.9713.9728.11026.6883.81164.21005.31264.21096.71314.31144.468.81%55.58%66.42%59.19%68.57%42.63%60.72%41.46%62.39%4131211111#楼(右)超配筋信息-11#楼(右) SATWE 0.2VD 调整信息/|第 8 层配筋、验算|公司名称:|-|-|SATWE 0.2V0 调整信息输出|第 7 层配筋、验算|SATWE2010_V2.2 中文版|-|(2014 年

13、9 月 23 日 9 时 52 分)|-|文件名: WV02Q.OUT|第 6 层配筋、验算|-|工程名称|:设计人 :计算日期:2015/05/06 |-|第 5 层配筋、验算|工程代号:校核人 :计算时间:16:10:11|-/-|第 4 层配筋、验算|*-各层各塔的规定水平力-*|第 3 层配筋、验算|-X 向(KN)Y 向(KN)层号塔号-|第 2 层配筋、验算|87111111118.8163.4140.9116.594.572.853.827.47.2149.7119.796.978.761.345.823.7-654321|第 1 层配筋、验算|-工况下该墙剪力占本层总剪力百分比

14、超限 40.15%(30%)* X 向N-WC=1 (I=97 J=108) B*H*Lwc(m)= 0.20*2.20*3.42aa= 200(mm) Nfw= 4 Rcw= 30.0 Fy=360. Fyv=360. Fyw=360. Rwv= 0.20-*规定水平力框架柱及短肢墙倾覆力矩(抗规)*710.00%X95.52%0.00%4.48%Y91.80%0.00%8.20%层号塔号框架柱短肢墙墙斜撑0.00%10.00%6X75.04%0.00%24.96%81X Y X Y X Y X Y X Y X Y X Y XY13.210.8502.7438.91073.6983.9181

15、3.31684.22679.32507.53637.23404.34481.14259.75449.05170.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.023.639.2357.1292.9860.2672.51511.31157.62256.11724.23327.12514.84677.43596.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Y77.06%0.00%22.94%0.00%10.00%715X67.83%0.00%32.17%61Y71.47%0.00%2

16、8.53%0.00%10.00%514X63.94%0.00%36.06%Y68.41%0.00%31.59%410.00%10.00%3X61.72%0.00%38.28%31Y66.38%0.00%33.62%210.00%10.00%2X57.39%0.00%42.61%11Y62.88%0.00%37.12%0.00%10.00%1X53.81%0.00%46.19%*规定水平力框架柱及短肢墙倾覆力矩百分比(抗规)Y58.98%0.00%41.02%0.00%*层号 塔号框架柱短肢墙墙斜撑规定水平力框架柱及短肢墙倾覆力矩(轴力方式)*810.00%X100.00%0.00%0.00%Y

17、100.00%0.00%0.00%层号 塔号斜撑合力点框架柱短肢墙墙0.00%*81X29.4513.20.00.00.0层号 塔号框架柱短肢墙墙斜撑Y1.8810.80.00.00.0810.00%X100.00%0.00%0.00%71X31.13576.30.0-49.90.0Y100.00%0.00%0.00%Y-2.01597.20.0-119.00.00%10.00%0.07X109.48%0.00%-9.48%61X31.341008.20.0426.70.0Y124.88%0.00%-24.88%Y-0.631339.30.0126.00.00%10.00%0.06X70.26

18、%0.00%29.74%51X31.411577.00.01113.60.0Y91.40%0.00%8.60%Y0.512038.00.0600.60.00%10.00%0.05X58.61%0.00%41.39%41X31.602217.00.01997.00.0Y77.24%0.00%22.76%Y1.192826.50.01219.30.00%10.00%0.04X52.61%0.00%47.39%31X31.622929.10.03011.70.0Y69.86%0.00%30.14%Y1.233847.20.01812.80.00%10.00%0.03X49.31%0.00%50.69

19、%21X31.483574.60.04358.20.0Y67.97%0.00%32.03%Y0.954746.40.02504.80.00%10.00%0.02X45.06%0.00%54.94%11X31.044355.90.05769.90.0Y65.46%0.00%34.54%Y-0.405833.50.02932.70.00%10.00%0.01X43.02%0.00%56.98%*Y66.55%0.00%33.45%规定水平力框架柱及短肢墙倾覆力矩百分比(轴力方式)0.00%0.00%*Y100.00%0.00%0.00%0.00%10.00%内力 CQC 的框架柱及短肢墙倾覆力矩7

20、X65.72%0.00%34.28%*Y78.87%0.00%21.13%层号塔号框架柱短肢墙墙斜撑0.00%10.00%6X65.16%0.00%34.84%81X Y X Y X Y X Y X Y X Y X Y XY18.739.0556.5493.81181.81056.61983.51788.92923.22651.53957.23603.14872.64518.15861.25458.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0290.3132.3631.9407.61134.3806.71781.01311.12518.51896.73591.02720.64993.63858.30.00.0Y72.16%0.00%27.84%0.00%10.00%710.00.0