手算计算书 - 图文(9)

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M H左 V 跨间 MAE MEH M A V M E左 V M 四层 E右 V M H左 V 跨间 MAE MEH M A V 三层 E左 V E右 M 79.56 21.98 9.57 -9.57 27.33 -27.3 135.225 111.1086 144.189 73.131 126.24 -98.43 135.81 -62.7 -16.6 25.71 -25.7 73.42 -73.4 -63.715 -128.504 10.28586 -180.6061 41

27.79 5.108 13.57 -13.6 58.66 -58.7 56.88522 22.68882 112.6735 -39.84245 35.55 6.62 4.68 -4.68 20.36 -20.4 2.39 56.898 45.1044 73.1 45.0596 52.961 20.164 73.7116 16.951 -159.964 114.99 40.502 51.928 70.637 40.303 -81.06 100.05 118.93 126.29 -98.3 115.11 48.509 69.706 70.308 42.24 -81.21 100.1 118.81 132.18 127.79 118.53 42.46 14.06 -2.39 25.79 6.684 -51.2 -11 11.02 65.65644 71.67924 3.09 -3.09 13.85 -13.9 43.26084 35.47404 -14 21.43 -21.4 69.32 -69.3 -52.0956 -106.099 20.26804 6.69 -21.7 21.66 89.3058 106.1646 58.674 64.1 16.52 -6.69 74.53 21.07 16.68 -16.7 54.15 -54.2 136.9977 94.96406 172.4709 31.680925 79.59 21.99 6.69 -6.69 21.66 -21.7 131.6448 114.786 136.86 80.544 -62.6 -16.6 18.66 -18.7 60.53 -60.5 74.38 18.47 -8.2 -72.47 -119.493 -6.36284 -163.7408 64.536 146.432 96.924 39.8576 60.119 136.14 -61.412 25.32 79.2736 13.033 8.2 -27.5 27.54 102.1962 122.8602 31.68 7.499 23.17 -23.2 79.94 -79.9 76.65376 18.26536 45.57 10.73 8.2 -8.2 27.54 -27.5 78.5358 57.8718 42.92 13.43 -4.65 26.94 -51.3 7.08 4.65 -15.2 15.16 62.56908 74.28708 48.8466 33.651 6.03 -6.03 18.11 -18.1 -14 31.59 -31.6 90.1 -90.1 -39.4451 -119.052 47.14875 -187.1112 85.7256 109.842 51.345 122.403 64.13 16.53 -9.57 74.46 21.04 22.98 9.57 -27.3 27.33 M -23 65.69 -65.7 144.8209 86.91135 187.3758 16.581816 - 42 -

V M H左 V 跨间 MAE MEH M A V M E左 V M 二层 E右 V M H左 V 跨间 MAE MEH M A V 一层 M E左 V 83.08 22.32 15.58 -15.6 36.87 -36.9 147.45 108.1884 42

74.28 18.44 -11.7 11.74 -33.5 32.14 7.678 34.15 -34.2 45.67 10.76 11.74 -11.7 42.95 13.45 -5.75 26.72 -51.3 6.96 33.5 97.578 127.1628 91.2747 83.154 56.65 143.75 114.95 49.321 69.868 70.37 41.813 -81.09 100.05 119.06 126.31 -98.95 115.3 48.384 69.514 70.296 51.578 -74.52 100.45 121.87 130.94 154.82 149.69 143.35 140.45 97.4 -97.4 33.5 -33.5 5.2167 169.7985 -83.44154 53.5692 104.81 38.1718 64.6498 17.71 81.0458 7.8398 5.75 -16.5 16.49 61.24212 75.73212 50.4522 31.2246 7.63 -7.63 21.85 -21.9 -14 40.94 -40.9 105.1 -105 -27.5561 -130.725 66.63516 -206.4948 81.783 113.6862 44.536 129.14 64.11 16.51 -12.7 12.66 -32.5 32.54 74.61 21.09 31.24 -31.2 80.43 -80.4 155.4705 76.74573 79.59 22 12.66 -12.7 32.54 -32.5 139.1796 107.2764 -35 206.747 -2.371024 151.01 66.406 -63 -16.7 34.95 74.5 89.9 -89.9 -52.5776 -140.652 31.25739 -202.4826 93.2934 132.1266 49.033 151.967 18.5 -15.4 15.41 -39.6 39.59 112 31.57 7.497 43.63 -43.6 45.45 -112 102.3084 -7.63923 188.0128 -103.2392 87.4326 57.7674 48.5994 79.0614 112.421 31.126 83.437 9.487 87.962 8.219 10.7 15.41 -15.4 39.59 -39.6 8.45 -21.9 21.86 42.9 13.44 -8.45 34.6 7.188 11.22 -11.2 28.93 -28.9 64.70928 36.43488 -47.3 -12.7 50.47 -50.5 119.8 -120 -9.1505 -136.335 91.30454 -220.0715 78.5526 117.8142 39.567 135.429 64.82 16.19 -15.6 15.58 -36.9 36.87 77.14 20.92 38.34 -38.3 90.38 -90.4 167.2462 70.62941 222.6218 -12.36619 161.019 65.157 - 43 -

M E右 V M H左 V 跨间 MAE MEH 45.3 10 19.26 -19.3 45.38 -45.4 91.2276 42.6924 119.354 32.4436 58.0498 1.366 94.8956 7.1678 68.36 75.007 36.938 162.45 45.97 14.17 -10.3 10.29 24.47 5.412 -24 24.02 60.05772 85.98852 77.29 18.42 -19.3 19.26 -45.4 45.38 30.03 6.555 55.34 -55.3 130.4 91.6896 140.2248 44.806 162.794 118.54 45.219 -130 114.0293 -25.4275 209.4945 -129.5455 -67.6 -17 42.89 -42.9 101 -101 -48.3934 -156.476 40.07857 -222.5734 -104.8 8.32 -8.32 19.57 -19.6 46.66392 25.69752 注：梁端弯矩以顺时针为正，剪力以向下为正。跨间弯矩以下部受拉为正。 表7-2 框架柱内力组合

A柱 截面内力 层次 位置 M 柱顶 N 六层 M 柱底 N M 柱顶 N 五层 M 柱底 N 四层 柱顶 M 270.19 28.02 20.94 7.77 -4.82 -14.7 4.82 14.72 -23.72 -44.81 23.72 344.5392 356.6856 44.81 24.867 43

SGK 44.75 131.37 -33.29 147.42 25.28 254.04 -28.02 SQK 3.89 4.42 -6.62 4.42 8.48 20.94 -7.77 SWK 左风 -3.44 -1.04 2.62 -1.04 -10.1 -4.82 6.71 右风 3.44 1.04 -2.62 1.04 10.07 4.82 -6.71 左震 SEK 右震 24.27 1.2SGK+1.26(SQK+SWK) 1.2(SGK+0.5SQK)+1.3SEK) 左风 54.267 右风 62.9358 左震 24.483 150.715 -23.146 169.975 -12.377 286.576 -6.423 305.956 -19.967 右震 87.585 169.877 -64.694 189.137 83.225 348.248 -70.149 367.628 96.539 γre[1.2(SGK+0.5SQK)+1.3SEK) 左震 18.36225 113.03625 -17.3595 127.48125 -9.9016 229.2608 -5.1384 244.7648 -15.9736 右震 65.68875 127.40775 -48.5205 141.85275 66.58 278.5984 -56.1192 294.1024 77.2312 1.2SGK+1.4SQK 59.146 163.832 -49.216 183.092 42.208 334.164 -44.502 353.544 44.502 -24.27 -7.37 7.37 161.9028 164.5236 -44.988 -51.5904 15.98 -15.98 -7.37 -36.77 -23.72 7.37 181.1628 183.7836 36.77 28.3326 53.709 23.72 325.1592 337.3056 24.51 -24.51 -34.9596 -51.8688 61.9614 - 44 -

N M 柱底 N M 柱顶 N 三层 M 柱底 N M 柱顶 N 二层 M 柱底 N M 柱顶 N 一层 M 柱底 N E柱 截面层次 位置 六层 柱顶 N 173.01 10.26 -0.2 0.2 -1.39 1.39 220.2876 220.7916 44

376.27 -27.87 392.42 28.28 498.53 -28.25 514.68 27.63 620.77 -33.46 638.59 17.83 745.39 -8.915 767.72 37.46 -7.73 37.46 7.84 53.99 -7.87 53.99 7.59 70.5 -9.11 70.5 4.84 86.69 -2.42 86.69 SQK -1.24 -11.5 12.04 -11.5 -19.6 -21.1 15.99 -21.1 -25 -33.7 23.87 -33.7 -26.6 -49.3 47.28 -49.3 SWK 左风 -5.32 11.51 -12 11.51 19.55 21.08 -16 21.08 24.95 33.74 -23.9 33.74 26.6 49.32 -47.3 49.32 -45.38 45.38 484.221 513.2262 415.006 9.589 434.386 -30.819 536.107 18.214 555.487 -42.019 650.334 30.679 671.718 -55.078 761.726 128.978 788.522 532.994 -85.753 552.374 108.099 725.153 -95.458 744.533 117.439 924.114 -121.915 945.498 103.678 1131.238 -153.278 1158.034 332.0048 7.6712 347.5088 -24.6552 428.8856 14.5712 444.3896 -33.6152 520.2672 24.5432 537.3744 -44.0624 609.3808 103.1824 630.8176 426.3952 -68.6024 441.8992 86.4792 580.1224 -76.3664 595.6264 93.9512 739.2912 -97.532 756.3984 82.9424 904.9904 -122.6224 92 …… 此处隐藏：6457字，全部文档内容请下载后查看。喜欢就下载吧 ……