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a9 商贸 居住 栖身 餐饮 功能 建筑设计

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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 -2.38 -0.89 -10.66 10.66 -17.409 9.4542 -17.78 12.068 -4.103 -4.102N 386.72 114.75 -0.24 0.24 608.3466 608.9514 463.728 464.4 636.822 624.714M 1.17 0.06 8.72 -8.72 12.4668 -9.5076 13.612 -10.804 1.6395 1.488N 405.65 114.75 -0.24 0.24 631.0626 631.6674 486.444 487.116 662.3775 647.43M -1.59 -0.12 -22.34 22.34 -30.2076 26.0892 -33.184 29.368 -2.2665 -2.076N 887.7 228.34 -1.41 1.41 1351.172 1354.725 1063.266 1067.214 1426.735 1384.916M 1.5 0.12 22.34 -22.34 30.0996 -26.1972 33.076 -29.476 2.145 1.968N 906.63 228.34 -1.41 1.41 1373.888 1377.441 1085.982 1089.93 1452.291 1407.632M -1.5 -0.12 -34.46 34.46 -45.3708 41.4684 -50.044 46.444 -2.145 -1.968N 1388.71 342.08 -2.4 2.4 2094.449 2100.497 1663.092 1669.812 2216.839 2145.364M 1.5 0.12 34.46 -34.46 45.3708 -41.4684 50.044 -46.444 2.145 1.968N 1407.64 342.08 -2.4 2.4 2117.165 2123.213 1685.808 1692.528 2242.394 2168.08M -1.5 -0.12 -45.97 45.97 -59.8734 55.971 -66.158 62.558 -2.145 -1.968N 1889.72 455.82 -3.68 3.68 2837.36 2846.634 2262.512 2272.816 3006.942 2905.812M 1.5 0.12 45.97 -45.97 59.8734 -55.971 66.158 -62.558 2.145 1.968N 1908.65 455.82 -3.68 3.68 2860.076 2869.35 2285.228 2295.532 3032.498 2928.528M -1.5 -0.12 -56.78 56.78 -73.494 69.5916 -81.292 77.692 -2.145 -1.968N 2390.73 569.56 -5.49 5.49 3579.604 3593.439 2861.19 2876.562 3797.046 3666.26M 1.54 0.15 56.78 -56.78 73.5798 -69.5058 81.34 -77.644 2.229 2.058N 2409.66 569.56 -5.49 5.49 3602.32 3616.155 2883.906 2899.278 3822.601 3688.976M -1.35 -0.08 -66.73 66.73 -85.8006 82.359 -95.042 91.802 -1.9025 -1.732N 2892.05 683.22 -7.39 7.39 4322.006 4340.629 3460.114 3480.806 4587.488 4426.968M 1.6 0.54 66.73 -66.73 86.6802 -81.4794 95.342 -91.502 2.7 2.676N 2910.98 683.22 -7.39 7.39 4344.722 4363.345 3482.83 3503.522 4613.043 4449.684M -3.11 -1.09 -118.32 118.32 -154.189 143.9778 -169.38 161.916 -5.2885 -5.258N 3202.36 886.81 -8.96 8.96 4948.923 4971.502 3830.288 3855.376 5209.996 5084.366M 3.85 4.97 118.32 -118.32 159.9654 -138.201 170.268 -161.028 10.1675 11.578SQK SWK层次 截面 内力 SGK76581.2SGK+1.26(SQK+SWK) 1.2SGK+1.4SWK 1.35SGK+SQK1.2SGK+1.4SQK柱顶柱底柱顶柱底243柱底柱顶柱底柱顶柱底柱顶柱底图6.9横向框架B柱弯距和轴力组合柱顶柱底柱顶N 3249.88 886.81 -8.96 8.96 5005.947 5028.526 3887.312 3912.4 5274.148 5141.39M -6.31 -4.9 -110.59 110.59 -153.089 125.5974 -162.398 147.254 -13.4185 -14.432N 3540.61 1090.81 -9.15 9.15 5611.624 5634.682 4235.922 4261.542 5870.634 5775.866M 12.22 9.39 135.17 -135.17 196.8096 -143.819 203.902 -174.574 25.887 27.81N 3588.13 1090.81 -9.15 9.15 5668.648 5691.706 4292.946 4318.566 5934.786 5832.89M -26.39 -11.73 -129.93 129.93 -210.16 117.264 -213.57 150.234 -47.3565 -48.09N 3709.96 1228.3 -13.2 13.2 5982.978 6016.242 4433.472 4470.432 6236.746 6171.572M 27.63 12.79 158.56 -158.56 249.057 -150.514 255.14 -188.828 50.0905 51.062N 3774.66 1228.3 -13.2 13.2 6060.618 6093.882 4511.112 4548.072 6324.091 6249.212M -13.87 -6.41 -109.6 109.6 -162.817 113.3754 -170.084 136.796 -25.1345 -25.618N 4067.46 1365.63 -15.04 15.04 6582.695 6620.596 4859.896 4902.008 6856.701 6792.834M 6.94 3.21 133.95 -133.95 181.1496 -156.404 195.858 -179.202 12.579 12.822N 4132.16 1365.63 -15.04 15.04 6660.335 6698.236 4937.536 4979.648 6944.046 6870.474注：表中M以左侧受拉为正，单位为KNm,N以受压为正，单位kN。-1-221柱底柱顶柱底柱底柱顶柱底柱顶-17.78 -17.78 -4.13463.73 463.728 636.82213.61 13.612 1.64486.44 486.444 662.3775-33.184 -33.184 -2.271063.266 1063.266 1426.73533.076 33.076 2.151085.982 1085.982 1452.291-50.044 -50.044 -2.151663.092 1663.092 2216.83950.044 50.044 2.151685.808 1685.808 2242.394-66.158 -66.158 -2.152262.512 2262.512 3006.94266.158 66.158 2.152285.228 2285.228 3032.498-81.292 -81.292 -2.152861.19 2861.19 3797.04681.34 81.34 2.232883.906 2883.906 3822.601-95.042 -95.042 -1.93460.114 3460.114 4587.48895.342 95.342 2.73482.83 3482.83 4613.043-169.38 -169.33 -5.293830.288 3830.288 5209.996170.268 170.268 10.17M maxN Nmin M Nmax M图6.9横向框架B柱弯距和轴力组合3887.312 3887.312 5274.148-162.398 -162.398 -13.424235.922 4235.922 5870.634203.902 203.902 25.894292.946 4292