高层建筑计算书设计书毕业设计 - 图文

北京交通大学海滨学院毕业设计（论文）

表 6-5

层次 一 层 截面 A B左 B右 内力 M V M V M V M V MAB MBC M V M V M V M V SGK -77.58 109.347 -83.759 112.464 -111.31 145.38 117.6 142.66 -55.698 69.621 -57.434 70.411 -70.49 97.134 -79.38 33.302 SQK -9.038 9.956 -15.292 13.084 -13.592 14.488 -13.781 14.366 -9.432 11.492 -9.546 11.584 -13.504 14.437 -13.641 14.437 SWK SEK 1.2SGK+1.4(SQK+SWK) ?RE?1.2?SGK?0.5SQK??1.3SEK? 1.35SGK? 1.2SGK? V??MBR? -32.183 116.968 -139.321 183.317 -38.12 160.833 -230.785 216.155 -24.912 55.698 -238.775 124 -10.935 -109.841 166.253 100.84 ? -176.785 170.619 -100.236 119.568 -263.254 224.582 -86.183 162.464 -132.531 140.352 76.878 74.179 -192.271 159.661 -58.634 15.826 ? 38.138 61.831 -212.008 168.636 23.456 108.424 -224.069 207.645 50.453 73.44 42.299 25.271 -186.958 122.214 61.454 64.952 -174.252 92.934 40.124 55.3 ? -185.917 171.447 47.479 74.136 -236.031 202.923 -0.014 98.029 61.19 81.23 -151.044 128.478 74.985 33.24 -200.49 150.927 19.091 -10.272 52.23 67.451 RE[?vb(Mb? lC 跨间 ?57.382 ?21.29 ?15.51 ?25.297 ?89.339 ?25.297 ?57.382 ?21.29 ?42.706 ?33.593 ?125.26 ?19.77 ?71.959 ?19.77 ?114.9 ?49.6 ?133.07 ?42.76 ?133.07 ?42.76 ?114.9 ?49.6 ?99.15 ?46.7 ?134.33 ?40.26 ?134.33 ?40.26 SQK -113.771 157.611 -128.367 164.91 -163.848 210.747 -172.541 206.953 -84.623 105.48 -87.082 106.639 -108.66 145.568 -120.804 59.395 SQK -105.749 145.187 -121.92 153.274 -152.59 194.736 -160.413 191.301 -80.042 99.634 -82.285 100.711 -10..494 136.773 -114.353 60.174 )/ln?VGb] 162.59 254.72 三 A B左 147.64 210.64 层 B右 C右 跨间 ?42.706 ?33.593 ?99.15 ?46.7 MAB MBC

36

北京交通大学海滨学院毕业设计（论文）

续表6-5

层次 六 层 B右 截面 A 内力 SGK -27.346 22.781 -25.82 23.541 -36.589 41.907 -32.502 40.147 SQK -9.104 11.446 -9.403 11.594 -13.632 14.509 -13.149 14.305 SWK SEK 1.2SGK+1.4(SQK+SWK) ?RE?1.2?SGK?0.5SQK??1.3SEK? 1.35SGK? 1.2SGK? V??MBRRE[?vb(Mb? l? -27.766 40.374 -94.57 44.242 -31.351 60.425 -73.09 67.585 ? -61.807 43.144 8.904 41.473 -90.793 76.714 -38.05 64.861 ? -0.98 14.223 -65.261 42.732 -1.27 37.338 -62.898 63.097 30.01 40.217 ? -56.427 43.925 10.321 17.118 -76.852 62.952 -7.44 33.394 41.449 52.79 SQK -46.021 42.2 -44.261 43.374 -63.018 71.083 -57.027 68.503 SQK -45.56 43.36 -44.15 44.481 -62.979 70.601 -57.411 68.203 )/ln?VGb]M V M V ?13.905 ?1.099 ?41.061 ?1.099 ?23.588 ?6.464 ?13.905 ?1.099 ?28.44 ?13.44 ?38.76 ?11.59 ?38.76 ?11.59 ?28.44 ?13.44 89.46 B左 79.83 C M V MAB MBC 跨间

37

北京交通大学海滨学院毕业设计（论文）

表 6-6

层截内SGK SQK SWK SEK 6.822 6.119 37.366 -4.001 37.366 2.706 74.642 -3.298 74.642 3.298 1.2SGK+1.4(SQK+SWK) ?RE?1.2?SGK?0.5SQK??1.3SEK? 1.35SGK? 1.2SGK? MMAX Nmin M -18.852 193.504 -14.914 226.579 -30.51 381.962 -12.546 415.037 -54.177 560.571 -2.929 593.646 -53.854 978.533 -10.075 764.172 -29.095 998.312 64.087 Nmax M 15.3287 322.0554 -29.0246 371.6679 39.588 658.1296 -34.7638 707.7421 34.7584 994.5521 -33.2293 1044.165 36.58105 1330.799 -37.0749 1380.411 40.41265 1714.961 -55.7513 次 面 力 6 柱M ? -1.62396 286.2872 -25.3378 330.3872 4.86618 573.1002 -26.5962 617.2002 -9.8856 852.4307 -20.237 896.5307 -9.54144 1122.873 -10.885 1166.973 -3.7704 ? 33.416 313.98 -29.23 358.08 67.52 652.31 -37.654 696.41 74.126 998.83 -41.241 1042.93 77.073 1353.92 -57.52 1398.02 78.016 1761.84 -112.6 38 1478.59 ? -18.852 193.504 -14.914 226.579 -30.51 381.962 -12.546 415.037 -54.177 560.571 -2.929 593.646 -53.854 978.533 -10.075 764.172 -29.095 998.312 64.087 1040.648 ? 34.642 219.712 -14.914 252.787 82.122 463.199 -101.404 496.274 99.093 716.942 -40.01 750.017 101.17 731.097 -37.901 SQK 15.3287 SQK 16.753 N 34.642 219.712 -14.914 252.787 82.122 463.199 ?13.905 ?10.993 ?1.545 ?10.993 ?24.863 ?31.432 ?4.388 ?31.432 ?33.338 ?8.335 ?34.371 ?18.507 ?32.455 ?133.4 ?48.862 ?133.4 ?28.46 ?13.44 ?3.66 ?13.44 ?57.76 ?41.66 ?10.17 ?41.66 ?78.6 ?80.19 ?19.65 ?80.19 ?79.5 ?14.27 ?54.89 ?98.8 顶 N 210.881 柱M -18.536 322.0554 305.3696 -29.0246 -27.8446 371.6679 349.4696 39.588 36.5724 底 N 247.631 5 柱M 27.32 顶 N 432.213 柱M -23.308 658.1296 623.1544 -34.7638 -32.5868 -101.404 707.7421 667.2544 34.7584 32.582 496.274 99.093 716.942 -40.01 750.017 101.17 731.097 -37.901 底 N 468.963 4 柱M 23.304 顶 N 653.703 112.053 ?58.095 柱M -22.215 -3.239 994.5521 941.3178 -33.2293 -31.1926 1044.165 985.4178 36.58105 34.2374 底 N 690.453 112.053 ?58.095 3 柱M 24.603 3.367 顶 N 875.062 149.465 ?91.688 ?126.89 柱M -24.971 -3.364 1330.799 1259.325 -37.0749 -34.6748 底 N 911.812 149.465 ?91.688 ?126.89 2 柱M 27.539 3.235 1011.608 1380.411 1303.425 1011.608 85.076 40.41265 37.5758 85.076 顶 N 1131.92 186.874 柱M -38.155 -4.242 ?171.18 1425.676 10.4352 1354.366 1714.961 1619.923 1354.366 -141.417 -55.7513 -51.7248 -141.417 底 N 1176.02 186.874 ?171.18 1814.764 1396.702 1774.496 1672.843 1396.702 1040.648 1774.496 北京交通大学海滨学院毕业设计（论文）

续表6-6

层 1 截柱内M SGK 17.621 SQK 1.87 SWK SEK 1.2SGK+1.4(SQK+SWK) ?RE?1.2?SGK?0.5SQK??1.3SEK? 1.35SGK? 1.2SGK? MMAX Nmin M 1.07 Nmax M 25.658 次 面 力 ? 12.539 ? 34.463 2300.7 -32.57 2118.7 ? 1.07 1308.55 309.156 1366.18 ? 34.558 1767.774 -326.971 1825.398 SQK 25.658 2235.43 -12.83 2316.47 SQK 23.7632 N 34.558 ?8.7 ?16.53 ?16.1 ?305.83 顶 N 1490.878 222.75 ?183.322 ?220.78 1838.733 柱M -8.811 -0.935 9.077 底 N 1550.903 222.75 ?183.322 ?220.78 2164.834 2100.904 1767.774 1308.55 2235.43 -11.8822 -326.971 309.156 -12.83 2172.934 1825.398 1366.18 2316.47

注：表中M以左侧受拉为正，单位为KN.m。N以受压为正，单位为KN。SQK一列中括号内的数值为屋面作用雪荷载，其它层楼面作用活荷载对应的内力值。

表 6-7 横向框架A柱柱端组合弯矩设计值调整

层 次 截 面 ?RE??Mc??c?Mb? ?REN 6 柱 顶 柱 底 5 柱 顶 柱 底 4 柱 顶 97.041 716.942 柱 底 51.62 750.017 3 柱 顶 97.02 柱 底 57.907 2 柱 顶 80.041 柱 底 149.82 1 柱 顶 24.514 柱 底 346.29 731.097 1011.608 1354.366 1396.702 1767.774 1825.398 注：表中弯矩为相应于本层柱净高上、下两端弯矩设计值 39