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毕业设计论文

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TJ01-009@东南大学多层钢筋混凝土框架设计,毕业设计论文

内容简介：

恒荷载 活荷载(屋面布雪载) 活荷载(屋面布活载) 风荷载(左风)楼层 截面 M V M V M V M五 1 -32.58 60.19 -4.46 6.41 -9.51 19.36 6.082 75.53 7.43 30.07 1.113 -46.9 -65.37 -5.53 -6.81 -14.72 -21.23 -3.864 -21.82 13.55 -2.14 1.41 -7.63 4.32 3.495 -14.23 -1.4 -4.46 0四 1 -76.42 118.02 -13.6 19.76 -14.8 19.83 15.752 125.89 25.44 23.88 2.183 -88.81 -122.5 -16.58 -20.83 -17.39 -20.76 -11.394 -26.76 14.02 -5.45 5.41 -5.05 5.41 10.225 -20.17 -2.66 -2.2 0三 1 -77.56 118.07 -14.19 19.76 -14.19 19.76 25.572 124.52 24.67 24.67 3.953 -89.64 -122.45 -16.98 -20.8 -16.98 -20.8 -17.684 -26.23 14.02 -5.25 5.41 -5.25 5.41 15.95 -19.61 -2.43 -2.43 0二 1 -77.67 118.11 -14.21 19.8 -14.21 19.8 35.142 124.52 24.67 24.67 4.733 -89.53 -122.41 -16.97 -20.79 -16.97 -20.79 -25.694 -26.28 14.02 -5.26 5.41 -5.26 5.41 23.025 -19.67 -2.44 -2.44 0一 1 -71.44 117.77 -13.11 19.83 -13.11 19.83 52.762 130.74 24.66 24.66 7.773 -81.37 -121.39 -15.54 -20.7 -15.54 -20.7 -37.224 -27.55 13.84 -5.4 5.37 -5.4 5.37 33.035 -21.32 -2.75 -2.75 0nts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+1.40.7V M V M V M V M V-1.51 41.86 -10.37 12.646 62.593 -96.19 89.555 -53.3028 100.22937.65 105.039 0 85.149 0 131.4341 0-1.51 -26.57 -10.37 -94.139 -96.011 -25.057 -69.049 -77.7406 -109.055-2.91 24.01 -20 3.745 -8.894 -58.681 43.106 -36.9344 22.52610 -17.916 0 -17.916 0 -23.5813 0-4.11 96.48 -25.38 25.56 120.486 -225.288 186.474 -117.671 178.760412.74 182.894 0 149.77 0 193.3539 0-4.11 -71.01 -25.38 -208.833 -192.492 -24.207 -126.504 -136.936 -185.72-8.51 63.61 -53.01 47.311 -48.843 -118.075 88.983 -41.075 24.22880 -25.8 0 -25.8 0 -29.3855 0-6.55 159.63 -40.7 105.933 100.63 -309.105 206.45 -118.612 178.759325.32 197.142 0 131.31 0 192.2786 0-6.55 -109 -40.7 -259.456 -212.33 23.944 -106.51 -137.654 -185.692-13.25 98.06 -81.72 92.852 -86.166 -162.104 126.306 -40.5555 24.22880 -24.99 0 -24.99 0 -28.8549 0-9.22 193.69 -50.89 150.067 87.455 -353.527 219.769 -118.78 178.852525.76 197.714 0 130.738 0 192.2786 0-9.22 -142.17 -50.89 -302.439 -225.523 67.203 -93.209 -137.496 -185.628-19.18 127.36 -106.13 130.876 -117.899 -200.26 158.039 -40.6328 24.22880 -25.068 0 -25.068 0 -28.9457 0-13.74 243.73 -61.41 223.255 73.389 -410.443 233.055 -109.292 178.422941.09 225.101 0 118.267 0 200.6658 0-13.74 -161.56 -61.41 -316.996 -237.921 103.06 -78.255 -125.079 -184.163-28.11 145.61 -121.34 152.993 -137.912 -225.593 177.572 -42.4845 23.94660 -27.234 0 -27.234 0 -31.477 0nts1.2+1.4 M V Mmax Mmin |Vmax|-52.41 99.332 12.646 -96.19 100.2293132.734 0 132.734 85.149 0-76.888 -108.166 -25.057 -94.139 109.0549-36.866 22.308 3.745 -58.681 43.106-23.32 0 -17.916 -23.5813 0-112.424 169.386 25.56 -225.288 186.474184.5 0 193.3539 149.77 0-130.918 -176.064 -24.207 -208.833 192.492-39.182 24.398 47.311 -118.075 88.983-27.284 0 -25.8 -29.3855 0-112.938 169.348 105.933 -309.105 206.45183.962 0 197.142 131.31 0-131.34 -176.06 23.944 -259.456 212.33-38.826 24.398 92.852 -162.104 126.306-26.934 0 -24.99 -28.8549 0-113.098 169.452 150.067 -353.527 219.769183.962 0 197.714 130.738 0-131.194 -175.998 67.203 -302.439 225.523-38.9 24.398 130.876 -200.26 158.039-27.02 0 -25.068 -28.9457 0-104.082 169.086 223.255 -410.443 233.055191.412 0 225.101 118.267 0-119.4 -174.648 103.06 -316.996 237.921-40.62 24.126 152.993 -225.593 177.572-29.434 0 -27.234 -31.477 0nts恒荷载1.2(+0.5)+1.31.2(+0.5)-1.31.35+1.40.7 1.2+1.4楼层 截面 M M M V M V五 1.00 12.65 -96.19 -53.30 100.23 -52.41 99.332.00 105.04 85.15 131.43 0.00 132.73 0.003.00 -94.14 -25.06 -77.74 -109.05 -76.89 -108.174.00 3.75 -58.68 -36.93 22.53 -36.87 22.315.00 -17.92 -17.92 -23.58 0.00 -23.32 0.00四 1.00 25.56 -225.29 -117.67 178.76 -112.42 169.392.00 182.89 149.77 193.35 0.00 184.50 0.003.00 -208.83 -24.21 -136.94 -185.72 -130.92 -176.064.00 47.31 -118.08 -41.08 24.23 -39.18 24.405.00 -25.80 -25.80 -29.39 0.00 -27.28 0.00三 1.00 105.93 -309.11 -118.61 178.76 -112.94 169.352.00 197.14 131.31 192.28 0.00 183.96 0.003.00 -259.46 23.94 -137.65 -185.69 -131.34 -176.064.00 92.85 -162.10 -40.56 24.23 -38.83 24.405.00 -24.99 -24.99 -28.85 0.00 -26.93 0.00二 1.00 150.07 -353.53 -118.78 178.85 -113.10 169.452.00 197.71 130.74 192.28 0.00 183.96 0.003.00 -302.44 67.20 -137.50 -185.63 -131.19 -176.004.00 130.88 -200.26 -40.63 24.23 -38.90 24.405.00 -25.07 -25.07 -28.95 0.00 -27.02 0.00一 1.00 223.26 -410.44 -109.29 178.42 -104.08 169.092.00 225.10 118.27 200.67 0.00 191.41 0.003.00 -317.00 103.06 -125.08 -184.16 -119.40 -174.654.00 152.99 -225.59 -42.48 23.95 -40.62 24.135.00 -27.23 -27.23 -31.48 0.00 -29.43 0.00nts Mmax Mmin |Vmax|12.65 -96.19 100.23132.73 85.15 0.00-25.06 -94.14 109.053.75 -58.68 43.11-17.92 -23.58 0.0025.56 -225.29 186.47193.35 149.77 0.00-24.21 -208.83 192.4947.31 -118.08 88.98-25.80 -29.39 0.00105.93 -309.11 206.45197.14 131.31 0.0023.94 -259.46 212.3392.85 -162.10 126.31-24.99 -28.85 0.00150.07 -353.53 219.77197.71 130.74 0.0067.20 -302.44 225.52130.88 -200.26 158.04-25.07 -28.95 0.00223.26 -410.44 233.06225.10 118.27 0.00103.06 -317.00 237.92152.99 -225.59 177.57-27.23 -31.48 0.00nts楼层 梁 Mbl Mbr ln VGb Vb V五 AB 12.646 94.139 6.6 85.1 102.8975 109.0549BC 3.745 58.681 2.4 18.88 47.49192 47.106四 AB 25.56 208.833 6.6 163.1 202.1655 202.1655BC 47.311 118.075 2.4 17.23 93.03192 93.03192三 AB 105.933 259.456 6.6 162.96 223.8582 223.8582BC 92.852 162.104 2.4 17.23 134.0848 134.0848二 AB 150.067 302.439 6.6 162.96 238.3777 238.3777BC 130.876 200.26 2.4 17.23 169.0007 169.0007一 AB 223.255 316.996 6.6 162.96 253.0018 253.0018BC 152.993 225.593 2.4 17.23 190.7486 190.7486nts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 -62.98nts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 3463.952nts1.2+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 2698.278 378.975 2681.039 31.5882 2858.08 -324.819 2190.289-64.884 3255.282 -307.092 2598.569 -68.4249 3387.177 -307.092 2598.569-23.636 3323.526 -444.611 2666.813 -24.9245 3463.952 -444.611 2666.813nts1.2(+0.5)+1.31.2(+0.5)-1.31.35+1.40.7 1.2+1.4柱 截面 M NM NM N M N五层边柱 2.00 17.54 134.46 98.09 387.45 96.72 375.761.00 50.22 116.31 99.39 432.30 95.29 415.62五层中柱 2.00 -138.49 16.70 -78.54 451.97 -77.38 448.061.00 -125.54 -13.41 -82.83 496.81 -79.27 487.93四层边柱 2.00 -13.87 190.68 192.62 985.73 226.00 939.171.00 3.19 170.52 190.15 1030.58 223.22 979.03四层中柱 2.00 -224.34 74.66 -147.30 1185.92 -168.62 1149.981.00 -201.02 54.04 -152.19 1230.77 -176.30 1189.85三层边柱 2.00 -52.87 226.58 101.32 1584.04 96.33 1502.591.00 -32.16 205.63 101.18 1628.89 96.19 1542.45三层中柱 2.00 -262.89 115.91 -85.61 1919.89 -81.18 1851.951.00 -262.90 115.90 -85.63 1964.74 -81.21 1891.82二层边柱 2.00 -64.94 239.26 101.67 2182.41 96.66 2066.061.00 -56.45 247.75 111.58 2227.26 106.07 2105.93二层中柱 2.00 -295.33 149.14 -85.15 2653.79 -80.75 2553.861.00 -299.49 144.99 -89.99 2698.64 -85.34 2593.73一层边柱 2.00 -115.65 261.75 85.22 2781.31 81.03 2630.031.00 -324.82 378.98 31.59 2858.08 30.03 2698.28一层中柱 2.00 -307.09 189.61 -68.42 3387.18 -64.88 3255.281.00 -444.61 401.82 -24.92 3463.95 -23.64 3323.53nts|M|max,N Nmax,M Nmin,MM N M N M N134.46 317.87 98.09 387.45 17.54 290.91116.31 357.73 99.39 432.30 50.22 330.77-138.49 329.96 -78.54 451.97 -138.49 329.96-125.54 369.83 -82.83 496.81 -125.54 369.83226.00 939.17 192.62 985.73 -13.87 773.47223.22 979.03 190.15 1030.58 3.19 813.34-224.34 921.13 -147.30 1185.92 -224.34 921.13-201.02 961.00 -152.19 1230.77 -201.02 961.00226.58 1434.97 101.32 1584.04 -52.87 1236.20205.63 1474.84 101.18 1628.89 -32.16 1276.07-262.89 1494.82 -85.61 1919.89 -262.89 1494.82-262.90 1534.82 -85.63 1964.74 -262.90 1534.68239.26 2016.82 101.67 2182.41 -64.94 1685.74247.75 2056.69 111.58 2227.26 -56.45 1725.60-295.33 2049.96 -85.15 2653.79 -295.33 2049.96-299.49 2089.83 -89.99 2698.64 -299.49 2089.83261.75 2612.80 85.22 2781.31 -115.65 2122.05378.98 2681.04 31.59 2858.08 -324.82 2190.29-307.09 2598.57 -68.42 3387.18 -307.09 2598.57-444.61 2666.81 -24.92 3463.95 -444.61 2666.81nts楼层 柱 Mct Mcb Hn Vc五 边柱 134.457 116.314 2.8 98.51718中柱 138.491 125.543 2.8 103.7276四 边柱 226 223.224 2.8 176.4809中柱 224.338 201.018 2.8 167.1041三 边柱 226.58 205.634 2.8 169.7984中柱 262.885 262.897 2.8 206.5572二 边柱 239.256 247.746 2.8 191.3222中柱 295.333 299.485 2.8 233.6785一 边柱 261.745 378.975 4.5 156.6204中柱 307.092 444.611 4.5 183.7496nts楼层 节点 Mcb Mct Mc Mbl Mbr 1.1Mb 是否满足强柱弱梁五 A 134.457 134.457 96.19 105.809 YB 138.491 138.491 94.139 3.745 107.6724 Y四 A 116.314 226 342.314 225.288 247.8168 YB 125.543 224.338 349.881 208.833 47.311 281.7584 Y三 A 223.224 226.58 449.804 309.105 340.0155 YB 201.018 262.897 463.915 259.456 92.852 387.5388 Y二 A 205.634 239.256 444.89 353.527 388.8797 YB 262.897 295.485 558.382 302.439 130.876 476.6465 Y一 A 247.746 261.745 509.491 410.443 451.4873 YB 299.485 307.092 606.577 316.996 152.993 516.9879 Ynts是否满足强柱弱梁nts楼层 节点 McbMcb Mct左震 五 A 0 13.915B 0 107.679四 A 38.84417 -10.7282B 101.0958 180.6582三 A -7.48205 124.0051B 167.928 219.613二 A 54.67432 110.4027B 224.4806 252.1714一 A 80.55392 165.0321B 255.2558 261.7332右震 五 A 0 -105.809B 0 92.114四 A -93.8917 -153.927B -34.2681 190.7871三 A -146.01 -194.011B 48.32755 103.6485二 A -179.738 -209.134B 63.93239 82.43361一 A -219.539 -231.945B 58.40462 76.37838nts楼层 梁 AB BC截面 1 2 3 4 5五 M+ 12.646 132.734 3.745M- -96.19 -94.139 -58.681 -23.5813V 109.0549 47.106四 M+ 25.56 193.3539 47.311M- -225.288 -208.833 -118.075 -29.3855V 202.1655 93.03192三 M+ 105.933 197.142 23.852 92.852M- -309.105 -259.456 -162.104 -28.8549V 223.8582 134.0848二 M+ 150.067 197.714 67.203 130.876M- -353.527 -302.439 -200.26 -28.9457V 238.3777 169.0007一 M+ 223.255 225.101 103.06 152.993M- -410.443 -316.996 -225.593 -31.477V 253.0018 190.7486nts|M|max,N Nmax,M Nmin,M楼层 柱 截面 M N M N M N五 边柱 顶 134.457 317.867 98.0926 387.4502 17.535 290.905底 116.314 357.731 99.3852 432.2972 50.222 330.769中柱 顶 -138.491 329.961 -78.544 451.9656 -138.491 329.961底 -125.543 369.825 -82.8301 496.8126 -125.543 369.825四 边柱 顶 226 939.17 192.6199 985.7315 -13.867 773.473底 223.224 979.034 190.1514 1030.579 3.188 813.337中柱 顶 -224.338 921.132 -147.298 1185.922 -224.338 921.132底 -201.018 960.996 -152.189 1230.769 -201.018 960.996三 边柱 顶 226.58 1434.973 101.3242 1584.041 -52.868 1236.203底 205.634 1474.837 101.1831 1628.888 -32.162 1276.067中柱 顶 -262.885 1494.818 -85.6081 1919.889 -262.885 1494.818底 -262.897 1534.82 -85.6277 1964.736 -262.897 1534.682二 边柱 顶 239.256 2016.824 101.6739 2182.415 -64.944 1685.74底 247.746 2056.688 111.5769 2227.262 -56.454 1725.604中柱 顶 -295.333 2049.964 -85.1541 2653.792 -295.333 2049.964底 -299.485 2089.828 -89.9898 2698.639 -299.485 2089.828一 边柱 顶 261.745 2612.795 85.2221 2781.306 -115.645 2122.045底 378.975 2681.039 31.5882 2858.08 -324.819 2190.289中柱 顶 -307.092 2598.569 -68.4249 3387.177 -307.092 2598.569底 -444.611 2666.813 -24.9245 3463.952 -444.611 2666.813ntsV98.5172103.7276176.4809167.1041169.7984206.5572191.3222233.6785156.6204183.7496nts恒荷载 活荷载(屋面布雪载) 活荷载(屋面布活载) 风荷载(左风) 地震作用(左震) +0.5+底层 截面 M N M N M N M N M N M边柱 2 55.89 1844 9.97 258 9.9