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a198 框架 高校 教学楼 毕业设计 计算 部分 部份 结构图

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A198+【五层】框架高校教学楼毕业设计（计算书、部分结构图）,a198,框架,高校,教学楼,毕业设计,计算,部分,部份,结构图

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恒荷载 活荷载(屋面布雪载) 活荷载(屋面布活载) 风荷载(左风)柱 截面 M N M N M N M五层边柱 2 59.58 243.96 7.5 19.39 18.02 59.29 -6.531 64.08 277.18 10.62 19.39 13.14 59.29 -3.69五层中柱 2 -47.8 271.22 -5.89 28.36 -14.3 87.57 -8.671 -53.61 304.44 -8.57 28.36 -10.67 87.57 -6.27四层边柱 2 67.49 643.75 12.36 79.08 103.58 119.05 -13.291 66.46 676.97 11.84 79.08 102.48 119.05 -9.28四层中柱 2 -57.38 746.93 -9.97 122.09 -71.26 181.19 -19.121 -56.43 780.15 -9.62 122.09 -77.56 181.19 -14.82三层边柱 2 66.46 1043.59 11.84 138.8 11.84 178.77 -18.261 66.37 1076.81 11.82 138.8 11.82 178.77 -15.62三层中柱 2 -56.43 1222.59 -9.62 215.79 -9.62 274.89 -24.711 -56.43 1255.81 -9.64 215.79 -9.64 274.89 -24.71二层边柱 2 66.69 1443.47 11.88 198.53 11.88 238.5 -22.281 73.19 1476.69 13.03 198.53 13.03 238.5 -22.28二层中柱 2 -56.13 1698.21 -9.57 309.48 -9.57 368.58 -32.511 -59.32 1731.43 -10.11 309.48 -10.11 368.58 -32.51一层边柱 2 55.89 1843.69 9.97 258.32 9.97 298.29 -34.951 20.72 1900.56 3.69 258.32 3.69 298.29 -57.21一层中柱 2 -45.11 2173.49 -7.68 403.11 -7.68 462.21 -51.341 -16.43 2230.36 -2.8 403.11 -2.8 462.21 -62.98风荷载(左风) 地震作用(左震) 1.2(+0.5)+1.3 1.2(+0.5)-1.3 1.35+1.40.7N M N M N M N M N-1.51 -44.97 -10.37 17.535 290.905 134.457 317.867 98.0926 387.4502-1.51 -25.42 -10.37 50.222 330.769 116.314 357.731 99.3852 432.2972-1.4 -59.69 -9.63 -138.491 329.961 16.703 354.999 -78.544 451.9656-1.4 -43.13 -9.63 -125.543 369.825 -13.405 394.863 -82.8301 496.8126-5.62 -78.67 -35.75 -13.867 773.473 190.675 866.423 192.6199 985.7315-5.62 -64.36 -35.75 3.188 813.337 170.524 906.287 190.1514 1030.579-5.8 -115 -37.26 -224.338 921.132 74.662 1018.008 -147.298 1185.922-5.8 -98.1 -37.26 -201.018 960.996 54.042 1057.872 -152.189 1230.769-12.17 -107.48 -76.45 -52.868 1236.203 226.58 1434.973 101.3242 1584.041-12.17 -91.46 -76.45 -32.162 1276.067 205.634 1474.837 101.1831 1628.888-12.5 -145.69 -78.28 -262.885 1494.818 115.909 1698.346 -85.6081 1919.889-12.5 -145.69 -78.28 -262.897 1534.682 115.897 1738.21 -85.6277 1964.736-21.39 -117 -127.34 -64.944 1685.74 239.256 2016.824 101.6739 2182.415-21.39 -117 -127.34 -56.454 1725.604 247.746 2056.688 111.5759 2227.262-22.46 -170.95 -133.52 -295.333 2049.964 149.137 2397.116 -85.1541 2653.792-22.46 -170.95 -133.52 -299.485 2089.828 144.985 2436.98 -89.9898 2698.639-35.13 -145.15 -188.75 -115.645 2122.045 261.745 2612.795 85.2221 2781.306-35.13 -270.69 -188.75 -324.819 2190.289 378.975 2681.039 31.5882 2858.08-36.83 -191.04 -193.45 -307.092 2598.569 189.612 3101.539 -68.4249 3387.177-36.83 -325.55 -193.45 -444.611 2666.813 401.819 3169.783 -24.9245 3463.9521.2+1.4 |M|max,N Nmax,M Nmin,MM N M N M N M N96.724 375.758 134.457 317.867 98.0926 387.4502 17.535 290.90595.292 415.622 116.314 357.731 99.3852 432.2972 50.222 330.769-77.38 448.062 -138.491 329.961 -78.544 451.9656 -138.491 329.961-79.27 487.926 -125.543 369.825 -82.8301 496.8126 -125.543 369.825226 939.17 226 939.17 192.6199 985.7315 -13.867 773.473223.224 979.034 223.224 979.034 190.1514 1030.579 3.188 813.337-168.62 1149.982 -224.338 921.132 -147.298 1185.922 -224.338 921.132-176.3 1189.846 -201.018 960.996 -152.189 1230.769 -201.018 960.99696.328 1502.586 226.58 1434.973 101.3242 1584.041 -52.868 1236.20396.192 1542.45 205.634 1474.837 101.1831 1628.888 -32.162 1276.067-81.184 1851.954 -262.885 1494.818 -85.6081 1919.889 -262.885 1494.818-81.212 1891.818 -262.897 1534.82 -85.6277 1964.736 -262.897 1534.68296.66 2066.064 239.256 2016.824 101.6739 2182.415 -64.944 1685.74106.07 2105.928 247.746 2056.688 111.5769 2227.262 -56.454 1725.604-80.754 2553.864 -295.333 2049.964 -85.1541 2653.792 -295.333 2049.964-85.338 2593.728 -299.485 2089.828 -89.9898 2698.639 -299.485 2089.82881.026 2630.034 261.745 2612.795 85.2221 2781.306 -115.645 2122.04530.03 2698.