复制表格归档

162.45 39.82 39.82 153.14 0.26 100.78 35.82 35.82 137.78 0.26 95.11 33.81 33.81 130.02 0.26 87.90 31.25 31.25 120.17 0.26 96.56 48.75 48.75 111.98 0.26 104.14 64.57 64.57 104.14 0.26 93.47 57.96 57.96 93.47 0.26 81.25 50.38 50.38 81.25 0.26 67.47 41.84 41.84 67.47 0.26 52.15 32.34 32.34 52.15 0.26 35.27 21.87 21.87 35.27 0.26 13.22 8.20 8.20 13.22 0.26 层次梁端弯矩ACDFk1/(k1+k2)1162.45 39.82 39.82 153.14 0.26 2100.78 35.82 35.82 137.78 0.26 395.11 33.81 33.81 130.02 0.26 487.90 31.25 31.25 120.17 0.26 596.56 48.75 48.75 111.98 0.26 6104.14 64.57 64.57 104.14 0.26 793.47 57.96 57.96 93.47 0.26 881.25 50.38 50.38 81.25 0.26 967.47 41.84 41.84 67.47 0.26 1052.15 32.34 32.34 52.15 0.26 1135.27 21.87 21.87 35.27 0.26 1213.22 8.20 8.20 13.22 0.26 底层柱高： 3600+500+450=4550mm，其它各层柱高均为3300mm。 确定梁，柱惯性矩如下：一五层柱 中柱：边柱： 梁 ：I 在求梁截面惯性矩时考虑到现浇楼板作用，取 六十二层柱：柱： 底层柱中柱：边柱： 二至五层柱：中柱：边柱：六至十二层柱：柱端剪力梁端剪力AACCDDF48.74 14.18 34.60 12.11 31.25 12.33 40.69 14.24 29.83 11.77 38.84 13.59 27.81 10.97 36.21 12.67 25.46 10.05 33.16 11.60 33.06 18.65 75.08 18.65 30.06 16.96 68.27 16.96 26.59 15.00 60.39 15.00 22.65 12.78 51.45 12.78 18.24 10.29 41.43 10.29 13.36 7.54 30.35 7.54 8.02 4.52 18.20 4.52 梁端剪力ACCDDF14.18 34.60 12.11 12.33 40.69 14.24 11.77 38.84 13.59 10.97 36.21 12.67 10.05 33.16 11.60 18.65 75.08 18.65 16.96 68.27 16.96 15.00 60.39 15.00 12.78 51.45 12.78 10.29 41.43 10.29 7.54 30.35 7.54 4.52 18.20 4.52 在内力计算中，除底层以外其他各层柱的线刚度均乘以0.9的折减系数：底层柱:中柱：边柱： 二至五层柱： 中柱 边柱：六至十二层柱： 框架梁： 下柱上柱右梁左梁上柱下柱右梁左梁-45.72 45.72 -3.12 -1.56 0.43 0.00 0.57 0.41 0.00 0.30 0.29 1.00 19.66 0.00 26.06 13.03 -11.40 -22.81 0.00 -16.69 -16.13 16.13 4.90 0.00 6.50 3.25 -0.67 -1.33 0.00 -0.98 -0.94 0.94 0.29 0.00 0.38 24.85 0.00 -24.85 37.86 0.00 -17.66 -20.20 15.52 层次iAiCiDiFiL1iL2A下柱A上柱A右梁C左梁C上柱C下柱C右梁1 1.40 5.03 5.03 5.03 2.60 7.43 0.24 0.33 0.43 0.16 0.42 0.31 0.11 2 1.94 6.94 6.94 6.94 2.60 7.43 0.30 0.30 0.40 0.14 0.38 0.38 0.10 3 1.94 6.94 6.94 6.94 2.60 7.43 0.30 0.30 0.40 0.14 0.38 0.38 0.10 4 1.94 6.94 6.94 6.94 2.60 7.43 0.30 0.30 0.40 0.14 0.38 0.38 0.10 5 1.94 6.94 6.94 6.94 2.60 7.43 0.30 0.30 0.40 0.19 0.15 0.52 0.14 6 1.94 1.94 1.94 1.94 2.60 7.43 0.30 0.30 0.40 0.31 0.23 0.23 0.22 7 1.94 1.94 1.94 1.94 2.60 7.43 0.30 0.30 0.40 0.31 0.23 0.23 0.22 8 1.94 1.94 1.94 1.94 2.60 7.43 0.30 0.30 0.40 0.31 0.23 0.23 0.22 9 1.94 1.94 1.94 1.94 2.60 7.43 0.30 0.30 0.40 0.31 0.23 0.23 0.22 10 1.94 1.94 1.94 1.94 2.60 7.43 0.30 0.30 0.40 0.31 0.23 0.23 0.22 11 1.94 1.94 1.94 1.94 2.60 7.43 0.30 0.30 0.40 0.31 0.23 0.23 0.22 12 1.94 1.94 1.94 1.94 2.60 7.43 0.43 0.57 0.41 0.30 0.29 下柱上柱右梁左梁上柱下柱右梁左梁-39.78 39.78 -2.80 -1.40 0.30 0.30 0.40 0.19 0.15 0.52 0.14 1.00 11.93 11.93 15.91 7.96 -4.27 -8.54 -6.74 -23.37 -6.29 6.29 1.28 1.28 1.71 0.85 -0.08 -0.16 -0.13 -0.44 -0.12 0.12 0.02 0.02 0.03 13.24 13.24 -26.48 39.89 -6.87 -23.81 -9.21 5.01 层次q(kN/m)g(kN/m)a(m)l(m)gl/2uMAB(kN/m)MBA(kN/m)Mik/lVAM1 11.66 3.38 1.80 6.00 10.14 24.49 -24.79 41.74 2.83 31.80 -29.69 2 11.66 3.38 1.80 6.00 10.14 24.49 -25.87 41.99 2.69 31.94 -29.03 3 11.66 3.38 1.80 6.00 10.14 24.49 -25.87 41.99 2.69 31.94 -29.03 4 11.66 3.38 1.80 6.00 10.14 24.49 -25.87 41.99 2.69 31.94 -29.03 5 11.66 3.38 1.80 6.00 10.14 24.49 -26.48 39.89 2.24 32.39 -29.77 6 11.66 3.38 1.80 6.00 10.14 24.49 -28.18 34.77 1.10 33.53 -31.48 7 11.66 3.38 1.80 6.00 10.14 24.49 -28.18 34.77 1.10 33.53 -31.48 8 11.66 3.38 1.80 6.00 10.14 24.49 -28.18 34.77 1.10 33.53 -31.48 9 11.66 3.38 1.80 6.00 10.14 24.49 -28.18 34.77 1.10 33.53 -31.48 10 11.66 3.38 1.80 6.00 10.14 24.49 -28.18 34.77 1.10 33.53 -31.48 11 11.66 3.38 1.80 6.00 10.14 24.49 -28.18 34.77 1.10 33.53 -31.48 12 14.00 3.38 1.80 6.00 10.14 29.40 -24.85 37.86 2.17 37.37 -41.19 层次边柱A轴中柱C轴、D轴边柱F轴横梁端部压力纵梁端部压力柱重柱轴力横梁端部压力纵梁端部压力柱重柱轴力横梁端部压力纵梁端部压力柱重柱轴力1柱顶31.80 22.40 21.62 871.82 47.12 14.06 34.41 976.38 31.80 22.40 34.41 908.94 柱底893.44 1010.79 943.35 2柱顶31.94 22.40 15.68 801.94 46.98 14.06 24.96 890.24 31.94 22.40 24.96 829.78 柱底817.62 915.20 854.74 3柱顶31.94 22.40 15.68 731.92 46.98 14.06 24.96 804.24 31.94 22.40 24.96 750.48 柱底747.60 829.20 775.44 4柱顶31.94 22.40 15.68 661.90 46.98 14.06 24.96 718.24 31.94 22.40 24.96 671.18 柱底677.58 743.20 696.14 5柱顶32.39 22.40 15.68 591.88 46.53 14.06 24.96 632.24 32.39 22.40 24.96 591.88 柱底607.56 657.20 616.84 6柱顶33.53 22.40 15.68 521.41 45.39 14.06 15.68 555.97 33.53 22.40 15.68 521.41 柱底537.09 571.65 537.09 7柱顶34.53 22.40 15.68 449.80 46.39 14.06 15.68 480.84 34.53 22.40 15.68 449.80 柱底465.48 496.52 465.48 8柱顶35.53 22.40 15.68 377.19 47.39 14.06 15.68 404.71 35.53 22.40 15.68 377.19 柱底392.87 420.39 392.87 9柱顶36.53 22.40 15.68 303.58 48.39 14.06 15.68 327.58 36.53 22.40 15.68 303.58 柱底319.26 343.26 319.26 10柱顶37.53 22.40 15.68 228.97 49.39 14.06 15.68 249.45 37.53 22.40 15.68 228.97 柱底244.65 265.13 244.65 11柱顶38.53 22.40 15.68 153.36 50.39 14.06 15.68 170.32 38.53 22.40 15.68 153.36 柱底169.04 186.00 169.04 12柱顶37.37 39.38 15.68 76.75 52.61 37.58 15.68 90.19 37.37 39.38 15.68 76.75 柱底92.43 105.87 92.43 层次边柱A轴中柱C轴、D轴边柱F轴横梁端部压力纵梁端部压力柱重柱轴力横梁端部压力纵梁端部压力柱重柱轴力横梁端部压力纵梁端部压力柱重柱轴力1柱顶31.80 22.40 21.62 871.82 47.12 14.06 34.41 976.38 31.80 22.40 34.41 908.94 柱底893.44 1010.79 943.35 2柱顶31.94 22.40 15.68 801.94 46.98 14.06 24.96 890.24 31.94 22.40 24.96 829.78 柱底817.62 915.20 854.74 3柱顶31.94 22.40 15.68 731.92 46.98 14.06 24.96 804.24 31.94 22.40 24.96 750.48 柱底747.60 829.20 775.44 4柱顶31.94 22.40 15.68 661.90 46.98 14.06 24.96 718.24 31.94 22.40 24.96 671.18 柱底677.58 743.20 696.14 5柱顶32.39 22.40 15.68 591.88 46.53 14.06 24.96 632.24 32.39 22.40 24.96 591.88 柱底607.56 657.20 616.84 6柱顶33.53 22.40 15.68 521.41 45.39 14.06 15.68 555.97 33.53 22.40 15.68 521.41 柱底537.09 571.65 537.09 7柱顶34.53 22.40 15.68 449.80 46.39 14.06 15.68 480.84 34.53 22.40 15.68 449.80 柱底465.48 496.52 465.48 8柱顶35.53 22.40 15.68 377.19 47.39 14.06 15.68 404.71 35.53 22.40 15.68 377.19 柱底392.87 420.39 392.87 9柱顶36.53 22.40 15.68 303.58 48.39 14.06 15.68 327.58 36.53 22.40 15.68 303.58 柱底319.26 343.26 319.26 10柱顶37.53 22.40 15.68 228.97 49.39 14.06 15.68 249.45 37.53 22.40 15.68 228.97 柱底244.65 265.13 244.65 11柱顶38.53 22.40 15.68 153.36 50.39 14.06 15.68 170.32 38.53 22.40 15.68 153.36 柱底169.04 186.00 169.04 12柱顶37.37 39.38 15.68 76.75 52.61 37.58 15.68 90.19 37.37 39.38 15.68 76.75 柱底92.43 105.87 92.43 层次q(kN/m)a(m)l(m)uMAB(kN/m)MBA(kN/m)Mik/lVAVC1 5.40 1.80 6.00 11.34 -8.56 14.35 0.97 10.38 -12.31 2 5.40 1.80 6.00 11.34 -8.90 14.45 0.93 10.42 -12.27 3 5.40 1.80 6.00 11.34 -8.90 14.45 0.93 10.42 -12.27 4 5.40 1.80 6.00 11.34 -8.90 14.45 0.93 10.42 -12.27 5 5.40 1.80 6.00 11.34 -9.15 13.71 0.76 10.58 -12.10 6 5.40 1.80 6.00 11.34 -9.74 11.92 0.36 10.98 -11.70 7 5.40 1.80 6.00 11.34 -9.74 11.92 0.36 10.98 -11.70 8 5.40 1.80 6.00 11.34 -9.74 11.92 0.36 10.98 -11.70 9 5.40 1.80 6.00 11.34 -9.74 11.92 0.36 10.98 -11.70 10 5.40 1.80 6.00 11.34 -9.74 11.92 0.36 10.98 -11.70 11 5.40 1.80 6.00 11.34 -9.74 11.92 0.36 10.98 -11.70 12 2.52 1.80 6.00 5.29 -3.49 5.26 0.30 5.00 -5.59 层次q(kN/m)l(m)lq/4VCVD13.152.101.651.65-1.6523.152.101.651.65-1.6533.152.101.651.65-1.6543.152.101.651.65-1.6553.152.101.651.65-1.6563.152.101.651.65-1.6573.152.101.651.65-1.6583.152.101.651.65-1.6593.152.101.651.65-1.65103.152.101.651.65-1.65113.152.101.651.65-1.65121.472.100.770.77-0.7710.38 10.42 10.42 10.42 10.58 10.98 10.98 10.98 10.98 10.98 10.98 5.00 层次边柱A轴、F轴中柱C轴、D轴横梁端部压力纵梁端部压力柱轴力横梁端部压力纵梁端部压力柱轴力110.38 4.86 178.83 13.968.88257.75 210.42 4.86 163.59 13.928.88234.91 310.42 4.86 148.31 13.928.88212.11 410.42 4.86 133.03 13.928.88189.31 510.58 4.86 117.75 13.758.88166.51 610.98 4.86 102.31 13.358.88143.88 710.98 4.86 86.47 13.358.88121.65 810.98 4.86 70.63 13.358.8899.42 910.98 4.86 54.79 13.358.8877.19 1010.98 4.86 38.95 13.358.8854.96 1110.98 4.86 23.11 13.358.8832.73 125.00 2.27 7.27 6.364.1410.50 荷载种类杆件跨向弯矩标准值调幅系数调幅后弯矩标准值MLOMROMOMLMRM恒载顶层AC-24.85 -37.86 41.19 0.80 -19.88 -30.29 32.95 CD-20.20 -20.20 -15.52 0.80 -16.16 -16.16 -12.42 九层AC-28.18 -34.77 24.85 0.80 -22.54 -27.82 19.88 CD-12.99 -12.99 -8.79 0.80 -10.39 -10.39 -7.03 五层AC-28.18 -41.99 29.03 0.80 -22.54 -33.59 23.22 CD-7.36 -7.36 -3.16 0.80 -5.89 -5.89 -2.53 二层AC-24.79 -41.74 24.85 0.80 -19.83 -33.39 19.88 CD-7.89 -7.89 -3.69 0.80 -6.31 -6.31 -2.95 活载顶层AC-3.49 -5.26 5.94 0.80 -2.79 -4.21 4.75 CD-2.76 -2.76 -2.22 0.80 -2.21 -2.21 -1.78 九层AC9.74 -11.92 11.28 0.80 7.79 -9.54 9.02 CD-4.29 -4.29 -3.14 0.80 -3.43 -3.43 -2.51 五层AC-8.90 -14.45 10.44 0.80 -7.12 -11.56 8.35 CD-2.32 -2.32 -1.17 0.80 -1.86 -1.86 -0.94 二层AC-8.56 -14.35 10.66 0.80 -6.85 -11.48 8.53 CD-2.50 -2.50 -1.35 0.80 -2.00 -2.00 -1.08 荷载种类杆件跨向弯矩标准值调幅系数调幅后弯矩标准值MLOMROMOMLMRM恒载顶层AC-24.85 -37.86 41.19 0.80 -19.88 -30.29 32.95 CD-20.20 -20.20 -15.52 0.80 -16.16 -16.16 -12.42 九层AC-28.18 -34.77 24.85 0.80 -22.54 -27.82 19.88 CD-12.99 -12.99 -8.79 0.80 -10.39 -10.39 -7.03 五层AC-28.18 -41.99 29.03 0.80 -22.54 -33.59 23.22 CD-7.36 -7.36 -3.16 0.80 -5.89 -5.89 -2.53 二层AC-24.79 -41.74 24.85 0.80 -19.83 -33.39 19.88 CD-7.89 -7.89 -3.69 0.80 -6.31 -6.31 -2.95 活载顶层AC-3.49 -5.26 5.94 0.80 -2.79 -4.21 4.75 CD-2.76 -2.76 -2.22 0.80 -2.21 -2.21 -1.78 九层AC9.74 -11.92 11.28 0.80 7.79 -9.54 9.02 CD-4.29 -4.29 -3.14 0.80 -3.43 -3.43 -2.51 五层AC-8.90 -14.45 10.44 0.80 -7.12 -11.56 8.35 CD-2.32 -2.32 -1.17 0.80 -1.86 -1.86 -0.94 二层AC-8.56 -14.35 10.66 0.80 -6.85 -11.48 8.53 CD-2.50 -2.50 -1.35 0.80 -2.00 -2.00 -1.08 荷载种类杆件跨向弯矩标准值调幅系数调幅后弯矩标准值MLOMROMOMLMRM恒载顶层AC-24.85 -37.86 41.19 0.80 -19.88 -30.29 47.46 CD-20.20 -20.20 -15.52 0.80 -16.16 -16.16 -11.48 九层AC-28.18 -34.77 24.85 0.80 -22.54 -27.82 31.15 CD-12.99 -12