关 键 词：

a9 商贸 居住 栖身 餐饮 功能 建筑设计

资源描述：

A9、商贸、居住、餐饮功能建筑设计,a9,商贸,居住,栖身,餐饮,功能,建筑设计

内容简介：

左 右 左 右 左 右M 51.56 15.4 -7.74 7.74 71.5236 91.0284 85.006 83.432 51.036 72.708N 206.75 52.91 -1.61 1.61 312.738 316.7952 332.0225 322.174 245.846 250.354M -48.32 -12.34 4.64 -4.64 -67.686 -79.3788 -77.572 -75.26 -51.488 -64.48N 225.68 52.91 -1.61 1.61 335.454 339.5112 357.578 344.89 268.562 273.07M 47.94 10.45 -16.42 16.42 50.0058 91.3842 75.169 72.158 34.54 80.516N 467.37 106.98 -5.63 5.63 688.545 702.7326 737.9295 710.616 552.962 568.726M -48.05 -11 12.14 -12.14 -56.2236 -86.8164 -75.8675 -73.06 -40.664 -74.656N 486.3 106.98 -5.63 5.63 711.261 725.4486 763.485 733.332 575.678 591.442M 48.05 11 -24.24 24.24 40.9776 102.0624 75.8675 73.06 23.724 91.596N 721.96 160.9 -13.63 13.63 1051.912 1086.26 1135.546 1091.612 847.27 885.434M -48.05 -11 19.83 -19.83 -46.5342 -96.5058 -75.8675 -73.06 -29.898 -85.422N 746.89 160.9 -13.63 13.63 1081.828 1116.176 1169.202 1121.528 877.186 915.35M 48.05 11 -30.86 30.86 32.6364 110.4036 75.8675 73.06 14.456 100.864N 988.55 214.82 -24.84 24.84 1425.635 1488.232 1549.363 1487.008 1151.484 1221.036M -48.05 -11 27.92 -27.92 -36.3408 -106.699 -75.8675 -73.06 -18.572 -96.748N 1007.48 214.82 -24.84 24.84 1448.351 1510.948 1574.918 1509.724 1174.2 1243.752M 48.05 11 -38.11 38.11 23.5014 119.5386 75.8675 73.06 4.306 111.014N 1249.14 268.74 -39.34 39.34 1788.012 1887.149 1955.079 1875.204 1443.892 1554.044M -49.81 -10.63 34.48 -34.48 -29.721 -116.611 -77.8735 -74.654 -11.5 -108.044N 1268.07 268.74 -39.34 39.34 1810.728 1909.865 1980.635 1897.92 1466.608 1576.76M 43.71 11.9 -42.67 42.67 13.6818 121.2102 70.9085 69.112 -7.286 112.19N 1509.42 322.74 -56.49 56.49 2146.779 2289.134 2360.457 2263.14 1732.218 1890.39M -38.07 -12.99 42.67 -42.67 -8.2872 -115.816 -64.3845 -63.87 14.054 -105.422N 1528.35 322.74 -56.49 56.49 2169.495 2311.85 2386.013 2285.856 1754.934 1913.106M 64.97 29.16 -62.59 62.59 35.8422 193.569 116.8695 118.788 -9.662 165.59N 1702.72 420.47 -80.91 80.91 2471.11 2675.003 2719.142 2631.922 1929.99 2156.538M -62.11 -23.53 62.59 -62.59 -25.3164 -183.043 -107.379 -107.474 13.094 -162.15876SwK 1.2SGK+1.26(SGK+SwK)SQK8柱顶柱底层次 截面 内力 SGK柱顶柱顶柱顶柱顶柱底柱底5432柱底柱底柱顶柱顶图6.6横向框架A柱弯距和轴力组合1.35SGK+SQK1.2SGK+1.4SQK 1.2SGK+1.4SwK柱底柱底N 1750.24 420.47 -80.91 80.91 2528.134 2732.027 2783.294 2688.946 1987.014 2213.562M 47.57 19.13 -53.42 53.42 13.8786 148.497 83.3495 83.866 -17.704 131.872N 1925.26 517.79 -109.36 109.36 2824.934 3100.521 3116.891 3035.218 2157.208 2463.416M -43.24 -18.75 124.66 -124.66 81.5586 -232.585 -77.124 -78.138 122.636 -226.412N 1972.78 517.79 -109.36 109.36 2881.958 3157.545 3181.043 3092.242 2214.232 2520.44M 59.33 29.22 -40.67 40.67 56.769 159.2574 109.3155 112.104 14.258 128.134N 2094.59 624.8 -146.14 146.14 3116.62 3484.892 3452.497 3388.228 2308.912 2718.104M -67.15 -31.41 94.89 -94.89 -0.5952 -239.718 -122.063 -124.554 52.266 -213.426N 2159.29 624.8 -146.34 146.34 3194.008 3562.784 3539.842 3465.868 2386.272 2796.024M 35.63 16.64 -54.09 54.09 -4.431 131.8758 64.7405 66.052 -32.97 118.482N 2319.29 758.73 -181.09 181.09 3510.974 3967.321 3889.772 3845.37 2529.622 3036.674M -17.82 -8.32 126.2 -126.2 127.1448 -190.879 -32.377 -33.032 155.296 -198.064N 2383.99 758.73 -181.09 181.09 3588.614 4044.961 3977.117 3923.01 2607.262 3114.3142柱顶柱顶柱底-2柱顶1注：表中M以左侧受拉为正，单位为kNm,N以受压为正，单位为kN。柱底柱底柱底-1M max Nmin NmaxN M M91.03 51.04 85.01316.8 245.846 332.0225-79.38 -51.49 -77.58339.51 268.562 357.57891.38 34.54 75.17702.73 552.962 737.9295-86.82 -40.66 -75.87725.45 575.678 763.485102.06 23.72 75.871086.26 847.27 1135.546-96.51 -29.9 -75.871116.18 877.186 1169.202110.4 14.46 75.871488.23 1151.484 1549.363-106.7 -18.57 -75.871510.95 1174.2 1574.918119.54 4.31 75.871887.15 1443.892 1955.079-116.61 -11.5 -77.871909.865 1466.608 1980.635121.21 -7.29 70.912289.13 1732.218 2360.457-115.82 14.05 -64.392311.85 1754.934 2386.013193.57 -9.66 116.872675 1929.99 2719.142-183.04 13.09 -107.38图6.6横向框架A柱弯距和轴力组合2732.03 1987.014 2783.294148.5 -17.7 83.43100.52 2157.208 3116.891-232.59 122.64 -77.