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a218 平米 职教 教学楼 计算 建筑 结构图

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A218+【四层】3200平米职教教学楼（计算书、建筑、结构图）,a218,平米,职教,教学楼,计算,建筑,结构图

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南京工业大学本科生毕业设计(论文)54调 幅 系 数Ml Mr Mo B Ml Mr MAB -62.46 -87.14 84.95 0.9 -56.214 -78.426 92.430BC -44.2 -44.2 -34.43 0.9 -39.780 -39.780 -30.010AB -66.81 -70.76 58.5 0.9 -60.129 -63.684 65.379BC -19.82 -19.82 -12 0.9 -17.838 -17.838 -10.018AB -63.45 -70.89 60.14 0.9 -57.105 -63.801 66.857BC -22.44 -22.44 -14.62 0.9 -20.196 -20.196 -12.376AB -57.79 -70.02 63.38 0.9 -52.011 -63.018 69.771BC -27.95 -27.95 -20.13 0.9 -25.155 -25.155 -17.335AB -6.68 -6.85 6.92 0.9 -6.012 -6.165 7.597BC -2.23 -2.23 -1.41 0.9 -2.007 -2.007 -1.187AB -25.83 -29.04 27.17 0.9 -23.247 -26.136 29.914BC -10.14 -10.14 -6.86 0.9 -9.126 -9.126 -5.846AB -26.57 -29.38 26.65 0.9 -23.913 -26.442 29.448BC -9.02 -9.02 -5.74 0.9 -8.118 -8.118 -4.838AB -23.71 -29.01 28.25 0.9 -21.339 -26.109 30.886BC -11.62 -11.62 -8.34 0.9 -10.458 -10.458 -7.178AB -2.88 -2.96 2.52 0.9 -2.592 -2.664 2.812BC -0.7 -0.7 -0.37 0.9 -0.630 -0.630 -0.300AB -12.56 -14.51 13.79 0.9 -11.304 -13.059 15.144BC -5.13 -5.13 -3.48 0.9 -4.617 -4.617 -2.967AB -13.3 -14.49 13.33 0.9 -11.970 -13.041 14.720BC -4.49 -4.49 -2.84 0.9 -4.041 -4.041 -2.391AB -11.85 -14.51 14.13 0.9 -10.665 -13.059 15.448BC -5.28 -5.28 -2.34 0.9 -4.752 -4.752 -1.812调 幅 后 弯 矩 标 准 值弯 矩 条 幅 计 算顶 层荷 载种 类 杆 件 跨 向弯 矩 标 准 值四 层三 层二 层恒 载二 层活 载顶 层顶 层四 层三 层四 层三 层二 层0.5（ 雪载 +活载 ）第四章 框架内力组合54内 力 组 合 内 力 组 合M -56.124 -6.012 -75.766 -81.779V 63.65 5.34 83.856 91.268跨 中 M 94.43 7.597 123.952 135.078M -78.426 -6.165 -102.742 -112.040V -70.4 -5.93 -92.782 -100.970M -39.78 -2.007 -28.287 -55.710V 11.8 0.91 15.434 16.840跨 中 M -30.01 -1.187 -37.674 -41.701M -39.78 -2.007 -50.546 -55.710V -11.8 -0.91 -15.434 -16.840M -60.129 -23.247 -104.701 -104.421V 53.69 20.97 93.786 93.452跨 中 M 65.379 29.914 120.334 118.176M -63.684 -26.136 -113.011 -112.109V -54.79 -21.87 -96.366 -95.837M -17.838 -9.126 -34.182 -33.207V 9.65 3.65 16.690 16.678跨 中 M -10.018 -5.846 -20.206 -19.370M -17.838 -9.126 -34.182 -33.207V -9.65 -3.65 -16.690 -16.678M -50.105 -29.913 -102.004 -97.555V 53.21 21.03 93.294 92.864跨 中 M 66.857 29.448 121.456 119.705M -68.801 -26.442 -119.580 -119.323V -55.27 -21.81 -96.858 -96.425M -20.196 -8.118 -35.600 -35.383V 9.65 3.65 16.690 16.678跨 中 M -12.376 -4.848 -21.638 -21.556M -20.196 -8.118 -35.600 -35.383V -9.65 -3.65 -16.690 -16.678M -52.011 -21.399 -92.372 -91.614V 52.54 20.68 92.000 91.609跨 中 M 69.711 30.886 126.894 124.996M -63.018 -20.109 -103.774 -105.183V -55.94 -22.16 -98.152 -97.679M -25.155 -10.458 -44.827 -44.417V 9.65 3.65 16.690 16.678跨 中 M -17.335 -7.178 -30.851 -30.580M -25.155 -10.458 -44.827 -44.417V -9.65 -3.65 -16.690 -16.6781.35恒 +活横 向 框 架 梁 内 力 组 合 1二 层横 梁AB跨梁 左 端梁 右 端BC跨梁 左 端梁 右 端三 层横 梁AB跨梁 左 端梁 右 端BC跨梁 左 端梁 右 端梁 左 端梁 右 端BC跨四 层横 梁梁 左 端梁 右 端AB跨梁 右 端BC跨顶 层横 梁梁 左 端梁 右 端AB跨梁 左 端恒 载 活 载 1.2恒 +1.4活荷 载 种 类杆 件 跨 向 截 面 内 力南京工业大学本科生毕业设计(论文)56向 左 向 右 向 左 向 右M -56.124 -2.952 24.42 -24.42 -39.145 -102.637V 63.65 2.13 -4.47 4.47 73.125 84.747跨 中 M 94.43 2.812 8.33 -8.33 127.519 105.861M -78.426 -2.664 -7.75 7.75 -107.383 -87.233V -70.4 -2.15 -4.47 4.47 -92.871 -81.249M -39.78 -0.63 20.38 -20.38 -21.998 -74.986V 11.8 0.36 -15.1 15.1 -5.038 34.222跨 中 M -30.01 -0.3 0 0 -36.372 -36.372M -39.78 -0.63 -20.38 20.38 -74.986 -21.998V -11.8 -0.36 -15.1 15.1 -34.222 5.038M -60.129 -11.304 49.72 -49.72 -21.084 -150.356V 53.69 10.43 -10.68 10.68 63.060 90.828跨 中 M 65.379 15.144 11.29 -11.29 111.305 81.951M -63.684 -13.059 -27.14 27.14 -127.374 -56.810V -54.79 -10.99 -10.68 10.68 -92.820 -65.052M -17.838 -4.617 71.43 -71.43 65.913 -119.805V 9.65 1.82 -52.91 52.91 -55.019 82.547跨 中 M -10.018 -2.967 0 0 -15.582 -15.582M -17.838 -4.617 -71.43 71.43 -119.805 65.913V -9.65 -1.82 -52.91 52.91 -82.547 55.019M -50.105 -11.97 70.28 -70.28 16.874 -165.854V 53.21 10.52 -15.29 15.29 56.599 96.353跨 中 M 66.857 14.72 15.22 -15.22 117.678 78.106M -68.801 -13.041 -39.84 39.84 -150.002 -46.418V -55.27 -10.9 -15.29 15.29 -99.281 -59.527M -20.196 -4.041 104.85 -104.85 107.221 -165.389V 9.65 1.82 -77.67 77.67 -87.207 114.735跨 中 M -12.376 -2.391 0 0 -17.720 -17.720M -20.196 -4.041 -104.85 104.85 -165.389 107.221V -9.65 -1.82 -77.67 77.67 -114.735 87.207M -52.011 -10.665 121.07 -121.07 82.180 -232.602V 52.54 10.34 -24.16 24.16 44.048 106.864跨 中 M 69.711 15.448 34.1 -34.1 146.521 57.861M -63.018 -13.095 -52.87 52.87 -160.067 -22.605V -55.94 -11.08 -24.16 24.16 -111.832 -49.016M -25.155 -4.752 139.12 -139.12 144.968 -216.744V 9.65 1.82 -103.05 103.05 -120.201 147.729跨 中 M -17.335 -1.812 0 0 -22.976 -22.976M -25.155 -4.752 -139.12 139.12 -216.744 144.968V -9.65 -1.82 -103.05 103.05 -147.729 120.201荷 载 种 类地 震 作 用内 力 组 合1.2（ 恒 +0.5（ 雪 +活 ） )+1.3地 震恒 载 0.5(雪 +活 )杆 件 跨 向 截 面 内 力梁 右 端BC跨顶 层横 梁梁 左 端梁 右 端AB跨梁 左 端梁 左 端梁 右 端BC跨四 层横 梁梁 左 端梁 右 端AB跨梁 左 端梁 右 端BC跨梁 左 端梁 右 端横 向 框 架 梁 内 力 组 合 2二 层横 梁AB跨梁 左 端梁 右 端BC跨梁 左 端梁 右 端三 层横 梁AB跨第四章 框架内力组合54内 力 组 合 M 55.27 6.4 75.284 81.015 81.015N 121.08 7.75 156.146 171.208 171.208M 38.57 10.57 61.082 62.640 62.640N 145.06 7.75 184.922 203.581 203.581M -36.37 -4.64 -50.140 -53.740 -53.740N 134.73 10.97 177.034 192.856 192.856M -26.58 -7.3 -42.116 -43.183 -43.183N 159.11 10.97 206.290 225.769 225.769M 24.43 13.46 48.160 46.441 46.441N 229.64 37.34 327.844 347.354 347.354M 26.58 12.18 48.948 48.063 48.063N 254.01 37.34 357.088 380.254 380.254M -19.01 -9.48 -36.084 -35.144 -35.144N 266.35 53.01 393.834 412.583 412.583M -19.93 -8.86 -36.320 -35.766 -35.766N 290.33 53.01 422.610 444.956 444.956M 32.65 13.29 57.786 57.368 57.368N 337.71 67.19 499.318 523.099 523.099M 37.26 15.53 66.454 65.831 65.831N 362.09 67.19 528.574 556.012 556.012M -23.07 -9.43 -40.886 -40.575 -40.575N 398.45 94.99 611.126 632.898 632.898M -25.48 -10.63 -45.458 -45.028 -45.028N 422.83 94.99 640.382 665.811 665.811M 16.72 7.08 29.976 29.652 29.652N 445.12 96.69 669.510 697.602 697.602M 8.63 3.55 15.326 15.201 15.201N 485.12 7.08 592.056 661.992 661.992V -3.92 -1.66 -7.028 -6.952 -6.952M -11.24 -4.69 -20.054 -19.864 -19.864N 531.22 136.55 828.634 853.697 853.697M -5.62 -2.35 -10.034 -9.937 -9.937N 571.22 -4.69 678.898 766.457 766.457V 2.63 1.1 4.696 4.651 4.651四 层柱柱 底AB跨柱 顶柱 底BC跨柱 顶柱 顶柱 底BC跨三 层柱柱 顶柱 底AB跨柱 顶柱 底BC跨柱 顶柱 底内 力底 层柱AB跨柱 顶柱 底BC跨柱 顶柱 底二 层柱AB跨1.35恒 +活M及 相 应 的N横 向 框 架 柱 内 力 组 合 1恒 载 活 载 1.2恒 +1.4活荷 载 种 类杆 件 跨 向 截 面南京工业大学本科生毕业设计(论文)58向 左 向 右 向 左 向 右M 55.27 2.77 -24.42 24.42 37.902 101.394 101.394 37.902 101.394N 121.08 3.01 -4.47 4.47 143.097 154.719 154.719 143.097 154.719M 38.57 5.51 -14.39 14.39 34.189 71.603 71.603 34.189 71.603N 145.06 3.01 -4.47 4.47 171.873 183.495 183.495 171.873 183.495M -36.37 -2.05 -41.96 41.96 -100.652 8.444 -100.652 -100.652 8.444N 134.73 4.19 -10.63 10.63 152.885 180.523 152.885 152.885 180.523M -26.58 -3.57 -34.33 34.33 -80.809 8.449 -80.809 -80.809 8.449N 159.11 4.19 -10.63 10.63 182.141 209.779 182.141 182.141 209.779M 24.43 6.81 -35.33 35.33 -8.441 83.417 83.417 -8.441 83.417N 229.64 14.83 -15.51 15.51 273.201 313.527 313.527 273.201 313.527M 26.58 6.11 -28.9 28.9 1.658 76.798 76.798 1.658 76.798N 254.01 14.83 -15.15 15.15 302.913 342.303 342.303 302.913 342.303M -19.01 -4.78 -64.24 64.24 -112.060 54.964 -112.060 -112.060 54.964N 266.35 21.05 -52.86 52.86 276.162 413.598 276.162 276.162 413.598M -19.93 -4.44 -63.24 63.24 -111.456 52.968 -111.456 -111.456 52.968N 290.33 21.05 -52.86 52.86 304.938 442.374 304.938 304.938 442.374M 32.65 6.64 -41.38 41.38 -6.646 100.942 100.942 -6.646 100.942N 337.71 14.92 -30.44 30.44 383.584 462.728 462.728 383.584 462.728M 37.26 7.76 -41.28 41.28 0.360 107.688 107.688 0.360 107.688N 362.09 14.92 -30.44 30.44 412.840 491.984 491.984 412.840 491.984M -23.07 -4.72 -81.45 81.45 -139.233 72.537 -139.233 -139.233 72.537N 398.45 20.96 -115.24 115.24 353.480 653.104 353.480 353.480 653.104M -25.48 -5.32 -81.45 81.45 -142.845 68.925 -142