刚度计算表

剪力墙抗弯刚度计算 墙编号 层次 系数 1~5 30 1 5.303 1.53 1.205 159.09 1.0622528634 149.7666002848 16.2 2426.2189246134 W1 6~10 30 1 4.752 1.42 1.2 142.56 1.051989645 135.5146418803 15 2032.7196282052 31.2 4458.9385528186 142.9146972057 W2 1~5 30 0.8 7.254 1.58 1.36 174.096 1.0484196563 166.055642849 16.2 2690.1014141538 6~11 30 0.8 6.531 1.47 1.276 156.744 1.0540358926 148.7084084197 19.2 2855.2014416574 35.4 5545.3028558113 156.646973328 W3 1~5 30 1 3.854 1.61 1.075 115.62 1.0533657286 109.762447037 16.2 1778.1516419989 6~10 30 1 3.341 1.49 1.03 100.23 1.0446846994 95.9428237604 15 1439.1423564065 31.2 3217.2939984054 103.1183973848 W4 1~5 30 1 7.98 1.37 1.625 239.4 1.0483176806 228.3658898741 16.2 3699.5274159604 6~11 30 1 7.213 1.29 1.59 216.39 1.0420285593 207.6622546076 19.2 3987.1152884668 35.4 7686.6427044272 217.1367995601 层号 1~5 1213.0128279361 6~10 1090.3148780696总框架抗推刚度 横向梁线刚度计算 位置 跨度 截面(m×m) 边跨 中跨 AB、EF跨 5.275 0.25×0.55 0.0035 0.0052 2.9602 0.0069 3.9469 BC、DE跨 4.625 0.25×0.55 0.0035 0.0052 3.3762 0.0069 4.5016 CD跨 6 0.25×0.55 0.0035 0.0052 2.6025 0.0069 3.4700 C30混凝土E＝3.0×107KN/M2 柱线刚度计算 轴线 层号 截面(m×m) 层高 ACDF 6~10 0.45×0.45 3 0.00342 3.420 2~5 0.50×0.50 3 0.00521 5.210 1 0.50×0.50 4.2 0.00521 3.721 BE 6~10 0.45×0.45 3 0.00342 3.420 2~5 0.50×0.50 3 0.00521 5.210 1 0.50×0.50 4.2 0.00521 3.721 C30混凝土E＝3.0×107KN/M2 横向框架1、7轴柱抗推刚度计算（边框架） 轴号 层号 左梁 右梁 A/F 6~10 29.602 34.20 0.866 0.302 3.00 13.774 41.321 2~5 29.602 52.10 0.568 0.221 3.00 15.369 46.106 1 29.602 37.21 0.796 0.463 4.20 11.731 49.269 B/E 6~10 29.602 33.762 34.20 1.853 0.481 3.00 21.929 65.786 2~5 29.602 33.762 52.10 1.216 0.378 3.00 26.269 78.806 1 29.602 33.762 37.21 1.703 0.595 4.20 15.059 63.247 C/D 6~10 33.762 34.20 0.987 0.330 3.00 15.070 45.209 2~5 33.762 52.10 0.648 0.245 3.00 17.000 51.000 1 33.762 37.21 0.907 0.484 4.20 12.253 51.463 横向框架柱抗推刚度计算（中框架） 轴号 层号 左梁 右梁 A/F 6~10 39.469 34.20 1.154 0.366 3.00 16.685 50.055 2~5 39.469 52.10 0.758 0.275 3.00 19.084 57.252 1 39.469 37.21 1.061 0.510 4.20 12.908 54.212 B/E 6~10 39.469 45.016 34.20 2.470 0.553 3.00 25.199 75.596 2~5 39.469 45.016 52.10 1.622 0.448 3.00 31.104 93.313 1 39.469 45.016 37.21 2.270 0.649 4.20 16.422 68.972 C/D 6~10 45.016 34.20 1.316 0.397 3.00 18.099 54.297 2~5 45.016 52.10 0.864 0.302 3.00 20.957 62.871 1 45.016 37.21 1.210 0.533 4.20 13.484 56.631 横向总框架柱抗推刚度计算汇总 层次 轴号 1、7轴 2、6轴 3、4、5轴 数量 数量 数量 6~10 A、F 4.000 41.321 165.284 6.000 50.055 300.330 B、E 4.000 65.786 263.144 4.000 75.596 302.384 C、D 4.000 45.209 180.836 4.000 54.297 217.188 0.000 0.000 609.264 217.188 602.714 1429.166 2~5 A、F 4.000 46.106 184.424 6.000 57.252 343.512 B、E 4.000 78.806 315.224 4.000 93.313 373.252 C、D 4.000 51.000 204.000 4.000 62.871 251.484 0.000 0.000 703.648 251.484 716.764 1671.896 1 A、F 4.000 49.270 197.080 6.000 54.212 325.272 B、E 4.000 63.250 253.000 4.000 68.972 275.888 C、D 4.000 51.463 205.852 4.000 56.631 226.524 0.000 0.000 655.932 226.524 601.160 1483.616 横向总框架抗推刚度为 1529.854 横向框架柱抗推刚度汇总表 层次 位置及说明 边框架 数量 每层刚度 中框架 数量 每层刚度 每层总刚度 1 A/F 11.7307894837 4 46.923 12.908 6 77.45 B/E 15.0588977186 4 60.236 16.422 4 65.69 C/D 12.2530730841 4 49.012 13.484 4 53.93 合计 156.171 197.07 353.238 2~5 A/F 15.3686212961 4 61.474 19.084 6 114.50 B/E 26.2686846021 4 105.075 31.104 4 124.42 C/D 16.9998521332 4 67.999 20.957 4 83.83 234.549 322.75 557.297 6~10 A/F 13.7737107406 4 55.095 16.685 6 100.11 B/E 21.9285874746 4 87.714 25.199 4 100.80 C/D 15.0696658249 4 60.279 18.099 4 72.40 203.088 273.30 476.389总连梁的等效刚度 采用刚接体系 横向梁编号 层号 约束弯矩 总层高 平均约束弯矩 M12 M21 KL2 6~10 98.900 31.200 30.077 1~5 88.780 KL3-1 6~10 140.400 31.200 45.000 1~5 140.400 KL4-1 6~10 69.010 31.200 21.766 1~5 66.810 KL4-2 6~10 72.930 72.930 31.200 46.045 1~5 70.730 70.730 梁编号 数量 平均约束弯矩 KL2 4 30.077 120.308 KL3-1 4 45.000 180 KL4-1 2 21.766 43.532 KL4-2 1 46.045 46.045 389.885MBD0006456F.unknownMBD000ACDF7.unknownMBD001AD89A.unknownMBD001D71C9.unknownMBD001D8FDF.unknownMBD001ADA01.unknownMBD00160A57.unknownMBD001A8421.unknownMBD001AB471.unknownMBD00164B8A.unknownMBD001A2651.unknownMBD001645C2.unknownMBD000B67E5.unknownMBD000FBBB8.unknownMBD000FCADB.unknownMBD001598E8.unknownMBD000E217F.unknownMBD000F7153.unknownMBD000ACE76.unknownMBD000999BC.unknownMBD00099B0E.unknownMBD000AAC8A.unknownMBD00099A73.unknownMBD00065BB0.unknownMBD00069E7D.unknownMBD00064946.unknownMBD0005367C.unknownMBD00063668.unknownMBD000638DA.unknownMBD00063E21.unknownMBD00063669.unknownMBD00060AD2.unknownMBD00063666.unknownMBD00063667.unknownMBD00063664.unknownMBD00063665.unknownMBD0006286F.unknownMBD0006081B.unknownMBD000113DF.unknownMBD000113E1.unknownMBD000113E2.unknownMBD000113E0.unknownMBD000113DD.unknownMBD000113DE.unknownMBD000113DA.unknownMBD000113DC.unknown