A228+【四层】5532平米框架教学楼毕业设计（计算书、部分建筑结构图）
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编号：6236820
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上传时间：2017-12-07
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a228
平米
框架
教学楼
毕业设计
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A228+【四层】5532平米框架教学楼毕业设计（计算书、部分建筑结构图）,a228,平米,框架,教学楼,毕业设计,计算,部分,部份,建筑,结构图
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梁柱内力组合考虑四种荷载组合：1）1.2 恒荷载+1.4 活荷载；2）1.2 恒荷载+1.4 风荷载；3）1.2 恒荷载+0.9* （1.4 活荷载+1.4 风荷载） ；4）1.35 恒荷载 +0.7 活荷载。在组合各种荷载的内力时，风荷载分别考虑左风和右风；活荷载除屋面外考虑最不利布置。1.横梁内力组合表框架横梁的活荷载不利布置有以下三种：1）边支座最大负弯矩和最大剪力及边跨跨中最大弯矩2）中间跨中最大弯矩3）中间支座处最大负弯矩和最大剪力横梁内力组合（四层）地震荷载 风荷载 内力组合杆件号截面内力种类恒载 活荷载 左震 右震 左风 右风 1.2 恒+1.4活1.2 恒+1.4风1.2 恒+0.9*（1.4活+1.4 风）1.35 恒+0.7活1.2*（恒+0.5*活）+1.3*地震控制值M -51.84 -18.97 25.121 -25.121 3.661955 -3.66196 -88.766 -67.3347 -90.7243 -83.263 -106.247 -65.0728A4V -62.0033 -21.8739 3.489027 -3.48903 0.508605 -0.5086 -105.027 -75.116 -102.606 -99.0162 -92.064 -100.054跨中 M 52.5984 18.2036 4.250105 -4.25011 0.68414 -0.68414 88.60312 62.16028 85.1926 83.75036 68.5151 41.41811A4C4C4 M 80.52 27.69 20.87089 -20.8709 2.977815 -2.97782 135.39 92.45506 127.7614 128.085 86.10584 106.4909左 V 69.96998 24.29611 2.898735 -2.89873 0.413585 -0.41359 117.9785 83.38496 114.056 111.4668 94.77329 110.4292M -56.87 -20.13 12.36301 -12.363 1.388483 -1.38848 -96.426 -70.1879 -95.3573 -90.8655 -96.3939 -88.7353C4右 V -15.7972 -5.59167 3.43417 -3.43417 0.38569 -0.38569 -26.785 -19.4966 -26.4881 -25.2404 -26.7761 -23.599跨中 M -36.2636 -12.84 0 0 0 0 -61.4923 -43.5163 -59.6947 -57.9439 -51.2203 -3.25599M -56.87 -20.13 -12.363 12.36301 -1.38848 1.388483 -96.426 -66.3001 -91.8583 -90.8655 -64.2501 -85.4793C4D4D4左 V -15.7972 -5.59167 3.43417 -3.43417 0.38569 -0.38569 -26.785 -19.4966 -26.4881 -25.2404 -26.7761 -22.6271M 80.52 27.69 -20.8709 20.87089 -2.97782 2.977815 135.39 100.7929 135.2654 128.085 140.3702 99.24736D4右 V 69.96998 24.29611 2.898735 -2.89873 0.413585 -0.41359 117.9785 83.38496 114.056 111.4668 94.77329 113.005跨中 M 52.5984 18.2036 4.250105 -4.25011 0.68414 -0.68414 88.60312 62.16028 85.1926 83.75036 68.5151 43.08229M -51.84 -18.97 -25.121 25.121 -3.66196 3.661955 -88.766 -57.0813 -81.4961 -83.263 -40.9327 -56.1651D4F4F4 V -62.0033 -21.8739 3.489027 -3.48903 0.508605 -0.5086 -105.027 -75.116 -102.606 -99.0162 -92.064 -102.375横梁内力组合（三层）地震荷载 风荷载 内力组合杆件号截面内力种类恒载 活荷载 左震 右震 左风 右风 1.2 恒+1.4活1.2 恒+1.4风1.2 恒+0.9*（1.4活+1.4 风）1.35 恒+0.7活1.2*（恒+0.5*活）+1.3*地震控制值M -62.8 -25.57 39.52102 -39.521 8.081833 -8.08183 -111.158 -86.6746 -117.761 -102.679 -142.079 同一层A3V -65.2617 -22.4169 5.48903 -5.48903 1.122477 -1.12248 -109.698 -79.8854 -107.974 -103.795 -98.8999 同一层跨中 M 30.9476 13.5586 1.628467 -1.62847 1.040217 -1.04022 56.11916 35.68082 52.91028 51.27028 43.15527 同一层M 68.02 30.38 37.89255 -37.8926 7.041617 -7.04162 124.156 71.76574 111.0304 113.093 50.59168 同一层A3C3C3左 V 66.71165 23.75306 5.262854 -5.26285 0.978002 -0.978 113.3083 78.68478 108.7505 106.6879 87.4641 同一层C3D3 C3 M -43.96 -24.05 22.44591 -22.4459 3.283334 -3.28333 -86.422 -57.3487 -87.192 -76.181 -96.3617 同一层右 V -12.2111 -6.68056 6.234974 -6.23497 0.912037 -0.91204 -24.0061 -15.9302 -24.22 -21.1614 -26.7671 同一层跨中 M -27.2902 -14.9294 0 0 0 0 -53.6494 -32.7482 -51.5593 -47.2924 -41.7059 同一层M -43.96 -24.05 -22.4459 22.44591 -3.28333 3.283334 -86.422 -48.1553 -78.918 -76.181 -38.0023 同一层D3左 V -12.2111 -6.68056 6.234974 -6.23497 0.912037 -0.91204 -24.0061 -15.9302 -24.22 -21.1614 -26.7671 同一层M 68.02 30.38 -37.8926 37.89255 -7.04162 7.041617 124.156 91.48226 128.7752 113.093 149.1123 同一层D3右 V 66.71165 23.75306 5.262854 -5.26285 0.978002 -0.978 113.3083 78.68478 108.7505 106.6879 87.4641 同一层跨中 M 30.9476 13.5586 1.628467 -1.62847 1.040217 -1.04022 56.11916 35.68082 52.91028 51.27028 43.15527 同一层M -62.8 -25.57 -39.521 39.52102 -8.08183 8.081833 -111.158 -64.0454 -97.3951 -102.679 -39.3247 同一层D3F3F3 V -65.2617 -22.4169 5.48903 -5.48903 1.122477 -1.12248 -109.698 -79.8854 -107.974 -103.795 -98.8999 同一层横梁内力组合（二层）地震荷载 风荷载 内力组合杆件号截面内力种类恒载 活荷载 左震 右震 左风 右风 1.2 恒+1.4活1.2 恒+1.4风1.2 恒+0.9*（1.4活+1.4 风）1.35 恒+0.7活1.2*（恒+0.5*活）+1.3*地震控制值M -57.06 -24.18 53.30554 -53.3055 13.48108 -13.4811 -102.324 -87.3455 -115.925 -93.957 -152.277 同一层A2V -64.6436 -22.3447 7.403547 -7.40355 1.872372 -1.87237 -108.855 -80.1936 -108.086 -102.91 -100.604 同一层跨中 M 34.4626 14.6886 -0.0934 0.093399 2.38489 -2.38489 61.91916 38.01627 56.85779 56.80653 50.2897 同一层M 66.73 29.51 53.39894 -53.3989 11.09619 -11.0962 121.39 64.54133 103.2774 110.7425 28.36338 同一层A2C2C2左 V 67.32971 23.82528 7.416519 -7.41652 1.541138 -1.54114 114.151 78.63805 108.8737 107.5728 85.44934 同一层M -44.61 -24.291 31.63122 -31.6312 5.173883 -5.17388 -87.5394 -60.7754 -90.6578 -77.2272 -109.227 同一层C2右 V -12.3917 -6.7475 8.786449 -8.78645 1.43719 -1.43719 -24.3165 -16.8821 -25.1827 -21.452 -30.3409 同一层C2D2跨 M -27.9402 -15.1704 0 0 0 0 -54.7668 -33.5282 -52.6429 -48.3386 -42.6305 同一层中M -44.61 -24.291 -31.6312 31.63122 -5.17388 5.173883 -87.5394 -46.2886 -77.6196 -77.2272 -26.986 同一层D2左 V -12.3917 -6.7475 8.786449 -8.78645 1.43719 -1.43719 -24.3165 -16.8821 -25.1827 -21.452 -30.3409 同一层M 66.73 29.51 -53.3989 53.39894 -11.0962 11.09619 121.39 95.61067 131.2398 110.7425 167.2006 同一层D2右 V 67.32971 23.82528 7.416519 -7.41652 1.541138 -1.54114 114.151 78.63805 108.8737 107.5728 85.44934 同一层跨中 M 34.4626 14.6886 -0.0934 0.093399 2.38489 -2.38489 61.91916 38.01627 56.85779 56.80653 50.2897 同一层M -57.06 -24.18 -53.3055 53.30554 -13.4811 13.48108 -102.324 -49.5985 -81.9526 -93.957 -13.6828 同一层D2F2F2 V -64.6436 -22.3447 7.403547 -7.40355 1.872372 -1.87237 -108.855 -80.1936 -108.086 -102.91 -100.604 同一层横梁内力组合（一层）地震荷载 风荷载 内力组合杆件号截面内力种类恒载 活荷载 左震 右震 左风 右风 1.2 恒+1.4活1.2 恒+1.4风1.2 恒+0.9*（1.4活+1.4 风）1.35 恒+0.7活1.2*（恒+0.5*活）+1.3*地震控制值M -50.22 -21.14 82.06332 -82.0633 14.37961 -14.3796 -89.86 -80.3954 -105.019 -82.595 -179.63 -78.3623A1V -63.7769 -21.8864 11.39768 -11.3977 1.997167 -1.99717 -107.173 -79.3283 -106.626 -101.419 -104.481 -107.319跨中 M 38.1826 16.0786 10.95469 -10.9547 0.38064 -0.38064 68.32916 45.28622 65.59855 62.80153 41.22518 27.42189M 66.13 29.77 71.10863 -71.1086 13.99897 -13.999 121.034 59.75745 99.2275 110.1145 4.776785 105.7842A1C1C1左 V 68.19637 24.28361 9.876198 -9.8762 1.944301 -1.9443 115.8327 79.11363 109.9832 109.0636 83.56676 114.1892M -44.61 -24.49 42.12167 -42.1217 6.527377 -6.52738 -87.818 -62.6703 -92.6139 -77.3665 -122.984 -86.8859C1右 V -12.5667 -6.80278 11.70046 -11.7005 1.81316 -1.81316 -24.6039 -17.6184 -25.9361 -21.7269 -34.3723 -23.3081跨中 M -28.5702 -15.3694 0 0 0 0 -55.8014 -34.2842 -53.6497 -49.3284 -43.5059 -15.3067C1D1D1 M -44.61 -24.49 -42.1217 42.12167 -6.52738 6.527377 -87.818 -44.3937 -76.1649 -77.3665 -13.4678 -71.5792左 V -12.5667 -6.80278 11.70046 -11.7005 1.81316 -1.81316 -24.6039 -17.6184 -25.9361 -21.7269 -34.3723 -18.739M 66.13 29.77 -71.1086 71.10863 -13.999 13.99897 121.034 98.95455 134.5049 110.1145 189.6592 71.73171D1右 V 68.19637 24.28361 9.876198 -9.8762 1.944301 -1.9443 115.8327 79.11363 109.9832 109.0636 83.56676 109.2895跨中 M 38.1826 16.0786 10.95469 -10.9547 0.38064 -0.38064 68.32916 45.28622 65.59855 62.80153 41.22518 28.3478M -50.22 -21.14 -82.0633 82.06332 -14.3796 14.37961 -89.86 -40.1326 -68.7821 -82.595 33.73431 -43.3839D1F1F1 V -63.7769 -21.8864 11.39768 -11.3977 1.997167 -1.99717 -107.173 -79.3283 -106.626 -101.419 -104.481 -102.286屋面横梁控制值计算位置 截面 荷载 M V b tan M V恒荷载 -51.84 -62.0033 1.106481 -36.3392 -62.6672活荷载 -18.97 -21.8739 0.33642 -13.5015 -22.0757右风载 -3.66196 -0.5086 -3.5348 -0.50861.2 恒+0.9*( A41.4 活+1.4 风)1.35 恒+0.7 活 0.6-65.0728 -100.054恒荷载 80.52 69.96998 1.106481 63.0275 69.30609活荷载 27.69 24.29611 0.33642 21.61597 24.09426左风载 2.977815 0.413585 2.874419 0.4135851.2 恒+0.9*( 左边跨C4左1.4 活+1.4 风)1.35 恒+0.7 活 0.6106.4909 110.4292恒荷载 -56.87 -15.7972 -4.38812 -52.9207 -14.042活荷载 -20.13 -5.59167 -1.55324 -18.7321 -4.97037右风载 -1.38848 -0.38569 -1.29206 -0.385691.2 恒+0.9*( C4右1.4 活+1.4 风) 0.4 -88.7353 -23.599中跨D4左 恒荷载 -56.87 -15.7972 -4.38812 -52.9207 -14.042活荷载 -20.13 -5.59167 -1.55324 -18.7321 -4.97037左风载 1.388483 0.38569 1.29206 0.385691.2 恒+0.9*( 1.4 活+1.4 风) 0.4 -85.4793 -22.6271恒荷载 80.52 69.96998 1.106481 63.0275 69.30609活荷载 27.69 24.29611 0.33642 21.61597 24.09426右风载 -2.97782 -0.41359 -2.87442 -0.413591.2 恒+0.9*( D4右1.4 活+1.4 风) 0.6 99.24736 113.005恒荷载 -51.84 -62.0033 1.106481 -36.3392 -62.6672活荷载 -18.97 -21.8739 0.33642 -13.5015 -22.0757左风载 3.661955 0.508605 3.534804 0.5086051.2 恒+0.9*( 右边跨F41.4 活+1.4 风) 0.6 -56.1651 -102.375楼面横梁控制值计算位置 截面 荷载 M V b tan M V恒荷载 -50.22 -63.7769 0.613812 -34.2758 -64.1452活荷载 -21.14 -21.8864 0.332948 -15.6684 -22.0862右风载 -14.3796 -1.99717 -13.8803 -1.997171.2 恒+0.9*1.4 A1*(活+风) 0.6 -78.3623 -107.319恒荷载 66.13 68.19637 0.613812 49.08091 67.82809活荷载 29.77 24.28361 0.332948 23.6991 24.08384左风载 13.99897 1.944301 13.51289 1.944301左边跨C1左1.2 恒+0.9*1.4 0.6 105.7842 114.1892*(活+风) 恒荷载 -45.24 -12.5667 -3.49074 -42.0983 -11.1704活荷载 -24.49 -6.80278 -1.88966 -22.7893 -6.04691右风载 -6.52738 -1.81316 -6.07409 -1.813161.2 恒+0.9*1.4 C1右*(活+风) 0.4 -86.8859 -23.3081恒荷载 -45.24 -12.5667 -3.49074 -42.0983 -11.1704活荷载 -24.49 -6.80278 -1.88966 -22.7893 -6.04691左风载 6.527377 1.81316 6.074087 1.813161.2 恒+0.9*1.4 中跨D1左*(活+风) 0.4 -71.5792 -18.739恒荷载 66.13 68.19637 0.613812 49.08091 67.82809活荷载 29.77 24.28361 0.332948 23.6991 24.08384右风载 -13.999 -1.9443 -13.5129 -1.94431.2 恒+0.9*1.4 D1右*(活+风) 0.6 71.73171 109.2895恒荷载 -50.22 -63.7769 0.613812 -34.2758 -64.1452活荷载 -21.14 -21.8864 0.332948 -15.6684 -22.0862左风载 14.37961 1.997167 13.88031 1.9971671.2 恒+0.9*1.4 右边跨F1*(活+风) 0.6 -43.3839 -102.286框架柱内力组合（四层）内力组合地震 风荷载1.2 恒荷载+1.4 活荷载 1.2 恒荷载+1.4 风荷载1.2 恒荷载+0.9*（1.4 活荷载+1.4 风荷载）1.35 恒荷载+0.7 活荷载1.2*（恒+0.5*活）+1.3*地震杆件号截面内力种类恒载活荷载左震 右震 左风 右风 Mmax Nmax Nmin Mmax Nmax Nmin Mmax Nmax Nmin Mmax Nmax Nmin Mmax Nmax NminM 51.84 18.97 -25.12 25.12 -3.66 3.66 88.77 88.77 62.21 67.33 67.33 57.08 90.72 90.72 57.59 83.26 83.26 69.98 106.25 106.25 29.55 上端 N -62.00 -21.87 -6.39 6.39 0.51 -0.51 -105.03 -105.03 -74.40 -75.12 -75.12 -73.69 -102.61 -102.61 -73.76 -99.02 -99.02 -83.70 -79.22 -79.22 -82.71 M 41.38 15.52 -2.18 2.18 -2.06 2.06 71.38 71.38 49.66 52.54 52.54 46.77 71.81 71.81 47.06 66.73 66.73 55.86 61.81 61.81 46.82 下端 N -90.43 -21.87 -6.39 6.39 0.51 -0.51 -139.14 -139.14 -108.52 -109.23 -109.23 -107.81 -136.72 -136.72 -107.88 -137.40 -137.40 -122.09 -113.34 -113.34 -116.83 A4A3V 23.90 8.84 6.39 -6.39 -1.47 1.47 41.06 41.06 28.68 30.74 30.74 26.63 41.67 41.67 26.83 38.46 38.46 32.27 25.69 25.69 36.99 M -23.66 -7.56 -33.23 33.23 -4.37 4.37 -38.98 -38.98 -28.39 -22.28 -22.28 -34.50 -32.42 -32.42 -33.89 -37.23 -37.23 -31.94 10.28 10.28 -71.60 上端 N -54.17 18.70 -0.48 0.48 0.80 -0.80 -38.82 -38.82 -65.01 -66.13 -66.13 -63.89 -42.45 -42.45 -64.00 -60.04 -60.04 -73.13 -53.16 -53.16 -65.63 M -17.64 -5.47 -7.30 7.30 -2.79 2.79 -28.83 -28.83 -21.17 -17.26 -17.26 -25.08 -24.54 -24.54 -24.69 -27.64 -27.64 -23.81 -14.97 -14.97 -30.65 下端 N -82.60 18.70 -0.48 0.48 0.80 -0.80 -72.94 -72.94 -99.12 -100.24 -100.24 -98.01 -76.56 -76.56 -98.12 -98.42 -98.42 -111.52 -87.28 -87.28 -99.75 C4C3V -10.59 -3.34 6.87 -6.87 -1.84 1.84 -17.39 -17.39 -12.71 -10.14 -10.14 -15.28 -14.60 -14.60 -15.02 -16.63 -16.63 -14.30 -23.64 -23.64 -3.78 M -23.66 -7.56 -33.23 33.23 4.37 -4.37 -38.98 -38.98 -28.39 -34.50 -34.50 -22.28 -43.42 -43.42 -22.89 -37.23 -37.23 -31.94 10.28 10.28 -71.60 上端 N -54.17 18.70 6.08 -6.08 -0.80 0.80 -38.82 -38.82 -65.01 -63.89 -63.89 -66.13 -40.43 -40.43 -66.01 -60.04 -60.04 -73.13 -61.69 -61.69 -57.10 M -17.64 -5.47 -7.30 7.30 2.79 -2.79 -28.83 -28.83 -21.17 -25.08 -25.08 -17.26 -31.58 -31.58 -17.65 -27.64 -27.64 -23.81 -14.97 -14.97 -30.65 下端 N -82.60 18.70 6.08 -6.08 -0.80 0.80 -72.94 -72.94 -99.12 -98.01 -98.01 -100.24 -74.55 -74.55 -100.13 -98.42 -98.42 -111.52 -95.81 -95.81 -91.22 D4D3V -10.59 -3.34 6.87 -6.87 1.84 -1.84 -17.39 -17.39 -12.71 -15.28 -15.28 -10.14 -19.23 -19.23 -10.40 -16.63 -16.63 -14.30 -23.64 -23.64 -3.78 M 51.84 18.97 -25.12 25.12 3.66 -3.66 88.77 88.77 62.21 57.08 57.08 67.33 81.50 81.50 66.82 83.26 83.26 69.98 106.25 106.25 29.55 上端 N -62.00 -21.87 6.39 -6.39 -0.51 0.51 -105.03 -105.03 -74.40 -73.69 -73.69 -75.12 -101.32 -101.32 -75.04 -99.02 -99.02 -83.70 -95.83 -95.83 -66.10 M 41.38 15.52 -2.18 2.18 2.06 -2.06 71.38 71.38 49.66 46.77 46.77 52.54 66.62 66.62 52.25 66.73 66.73 55.86 61.81 61.81 46.82 下端 N -90.43 -21.87 6.39 -6.39 -0.51 0.51 -139.14 -139.14 -108.52 -107.81 -107.81 -109.23 -135.44 -135.44 -109.16 -137.40 -137.40 -122.09 -129.95 -129.95 -100.22 F4F3V 23.90 8.84 6.39 -6.39 1.47 -1.47 41.06 41.06 28.68 26.63 26.63 30.74 37.98 37.98 30.53 38.46 38.46 32.27 25.69 25.69 36.99 框架柱内力组合（三层）内力组合地震 风荷载1.2 恒荷载+1.4 活荷载 1.2 恒荷载+1.4 风荷载1.2 恒荷载+0.9*（1.4 活荷载+1.4 风荷载）1.35 恒荷载+0.7 活荷载1.2*（恒+0.5*活）+1.3*地震杆件号截面内力种类恒载活荷载左震 右震 左风 右风 |M|max Nmax Nmin |M|max Nmax Nmin |M|max Nmax Nmin |M|max Nmax Nmin |M|max Nmax NminM 21.42 10.05 -37.34 37.34 -6.02 6.02 39.77 39.77 25.70 34.13 34.13 17.27 45.95 45.95 18.12 35.95 35.95 28.92 80.27 80.27 -22.83 上端 N -155.70 -44.29 -17.14 17.14 1.63 -1.63 -248.84 -248.84 -186.84 -189.12 -189.12 -184.55 -244.70 -244.70 -184.78 -241.19 -241.19 -210.19 -191.13 -191.13 -209.12 M 28.53 12.09 -16.00 16.00 -4.93 4.93 51.16 51.16 34.24 41.13 41.13 27.34 55.68 55.68 28.03 46.98 46.98 38.52 62.29 62.29 13.43 下端 N -184.13 -44.29 -17.14 17.14 1.63 -1.63 -282.96 -282.96 -220.95 -223.24 -223.24 -218.67 -278.81 -278.81 -218.90 -279.57 -279.57 -248.57 -225.25 -225.25 -243.23 A3A2V 12.81 5.68 10.75 -10.75 -2.81 2.81 23.32 23.32 15.37 19.30 19.30 11.44 26.06 26.06 11.83 21.26 21.26 17.29 4.80 4.80 29.35 M -6.42 -0.86 -53.04 53.04 -7.53 7.53 -8.91 -8.91 -7.70 2.84 2.84 -18.25 0.70 0.70 -17.20 -9.27 -9.27 -8.67 60.74 60.74 -76.66 上端 N -137.10 35.78 -1.72 1.72 2.69 -2.69 -114.44 -114.44 -164.53 -168.29 -168.29 -160.76 -122.83 -122.83 -161.14 -160.05 -160.05 -185.09 -140.83 -140.83 -166.76 M -11.06 -2.61 -26.13 26.13 -6.16 6.16 -16.93 -16.93 -13.27 -4.64 -4.64 -21.90 -8.79 -8.79 -21.04 -16.76 -16.76 -14.93 19.13 19.13 -47.24 下端 N -165.54 35.78 -1.72 1.72 2.69 -2.69 -148.55 -148.55 -198.64 -202.41 -202.41 -194.88 -156.95 -156.95 -195.25 -198.43 -198.43 -223.47 -174.94 -174.94 -200.88 C3C2V -4.48 -0.89 12.47 -12.47 -3.51 3.51 -6.62 -6.62 -5.38 -0.46 -0.46 -10.30 -2.07 -2.07 -9.80 -6.67 -6.67 -6.05 -22.12 -22.12 10.83 M -6.42 -0.86 -53.04 53.04 7.53 -7.53 -8.91 -8.91 -7.70 -18.25 -18.25 2.84 -18.28 -18.28 1.79 -9.27 -9.27 -8.67 60.74 60.74 -76.66 上端 N -137.10 35.78 1.72 -1.72 -2.69 2.69 -114.44 -114.44 -164.53 -160.76 -160.76 -168.29 -116.06 -116.06 -167.91 -160.05 -160.05 -185.09 -145.29 -145.29 -162.29 M -11.06 -2.61 -26.13 26.13 6.16 -6.16 -16.93 -16.93 -13.27 -21.90 -21.90 -4.64 -24.33 -24.33 -5.51 -16.76 -16.76 -14.93 19.13 19.13 -47.24 下端 N -165.54 35.78 1.72 -1.72 -2.69 2.69 -148.55 -148.55 -198.64 -194.88 -194.88 -202.41 -150.17 -150.17 -202.03 -198.43 -198.43 -223.47 -179.41 -179.41 -196.41 D3D2V -4.48 -0.89 12.47 -12.47 3.51 -3.51 -6.62 -6.62 -5.38 -10.30 -10.30 -0.46 -10.92 -10.92 -0.95 -6.67 -6.67 -6.05 -22.12 -22.12 10.83 M 21.42 10.05 -37.34 37.34 6.02 -6.02 39.77 39.77 25.70 17.27 17.27 34.13 30.78 30.78 33.29 35.95 35.95 28.92 80.27 80.27 -22.83 上端 N -155.70 -44.29 17.14 -17.14 -1.63 1.63 -248.84 -248.84 -186.84 -184.55 -184.55 -189.12 -240.59 -240.59 -188.89 -241.19 -241.19 -210.19 -235.69 -235.69 -164.55 M 28.53 12.09 -16.00 16.00 4.93 -4.93 51.16 51.16 34.24 27.34 27.34 41.13 43.26 43.26 40.44 46.98 46.98 38.52 62.29 62.29 13.43 下端 N -184.13 -44.29 17.14 -17.14 -1.63 1.63 -282.96 -282.96 -220.95 -218.67 -218.67 -223.24 -274.70 -274.70 -223.01 -279.57 -279.57 -248.57 -269.81 -269.81 -198.67 F3F2V 12.81 5.68 10.75 -10.75 2.81 -2.81 23.32 23.32 15.37 11.44 11.44 19.30 18.98 18.98 18.91 21.26 21.26 17.29 4.80 4.80 29.35 框架柱内力组合（二层）内力组合地震 风荷载1.2 恒荷载+1.4 活荷载 1.2 恒荷载+1.4 风荷载1.2 恒荷载+0.9*（1.4 活荷载+1.4 风荷载）1.35 恒荷载+0.7 活荷载1.2*（恒+0.5*活）+1.3*地震杆件号截面内力种类恒载活荷载左震 右震 左风 右风 |M|max Nmax Nmin |M|max Nmax Nmin |M|max Nmax Nmin |M|max Nmax Nmin |M|max Nmax NminM 28.53 12.09 -37.30 37.30 -8.55 8.55 51.16 51.16 34.24 46.21 46.21 22.26 60.25 60.25 23.46 46.98 46.98 38.52 89.99 89.99 -14.26 上端 N -248.77 -66.64 -31.96 31.96 3.50 -3.50 -391.81 -391.81 -298.52 -303.43 -303.43 -293.62 -386.90 -386.90 -294.11 -382.49 -382.49 -335.84 -296.96 -296.96 -340.07 M 36.61 15.38 -42.07 42.07 -7.29 7.29 65.46 65.46 43.93 54.13 54.13 33.73 72.49 72.49 34.75 60.19 60.19 49.42 107.85 107.85 -10.75 下端 N -277.20 -66.64 -31.96 31.96 3.50 -3.50 -425.93 -425.93 -332.64 -337.55 -337.55 -327.74 -421.02 -421.02 -328.23 -420.87 -420.87 -374.22 -331.08 -331.08 -374.19 A2A1V 16.70 7.04 14.82 -14.82 -4.06 4.06 29.90 29.90 20.04 25.73 25.73 14.36 34.04 34.04 14.93 27.48 27.48 22.55 5.00 5.00 39.31 M -11.06 -2.61 -58.90 58.90 -10.11 10.11 -16.93 -16.93 -13.27 0.88 0.88 -27.42 -3.83 -3.83 -26.01 -16.76 -16.76 -14.93 61.74 61.74 -89.85 上端 N -220.47 52.85 -2.75 2.75 5.67 -5.67 -190.57 -190.57 -264.57 -272.50 -272.50 -256.63 -205.11 -205.11 -257.43 -260.64 -260.64 -297.64 -229.28 -229.28 -268.15 M -15.58 -4.02 -58.90 58.90 -9.71 9.71 -24.32 -24.32 -18.70 -5.10 -5.10 -32.29 -11.53 -11.53 -30.93 -23.85 -23.85 -21.03 55.47 55.47 -95.27 下端 N -248.90 52.85 -2.75 2.75 5.67 -5.67 -224.69 -224.69 -298.69 -306.62 -306.62 -290.75 -239.23 -239.23 -291.54 -299.02 -299.02 -336.02 -263.39 -263.39 -302.26 C2C1V -6.83 -1.70 17.57 -17.57 -5.08 5.08 -10.58 -10.58 -8.20 -1.08 -1.08 -15.31 -3.94 -3.94 -14.60 -10.41 -10.41 -9.22 -32.06 -32.06 14.65 M -11.06 -2.61 -58.90 58.90 10.11 -10.11 -16.93 -16.93 -13.27 -27.42 -27.42 0.88 -29.29 -29.29 -0.54 -16.76 -16.76 -14.93 61.74 61.74 -89.85 上端 N -220.47 52.85 2.75 -2.75 -5.67 5.67 -190.57 -190.57 -264.57 -256.63 -256.63 -272.50 -190.83 -190.83 -271.71 -260.64 -260.64 -297.64 -236.43 -236.43 -260.99 M -15.58 -4.02 -58.90 58.90 9.71 -9.71 -24.32 -24.32 -18.70 -32.29 -32.29 -5.10 -36.00 -36.00 -6.46 -23.85 -23.85 -21.03 55.47 55.47 -95.27 下端 N -248.90 52.85 2.75 -2.75 -5.67 5.67 -224.69 -224.69 -298.69 -290.75 -290.75 -306.62 -224.95 -224.95 -305.83 -299.02 -299.02 -336.02 -270.55 -270.55 -295.11 D2D1V -6.83 -1.70 17.57 -17.57 5.08 -5.08 -10.58 -10.58 -8.20 -15.31 -15.31 -1.08 -16.74 -16.74 -1.79 -10.41 -10.41 -9.22 -32.06 -32.06 14.65 M 28.53 12.09 -37.30 37.30 8.55 -8
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