活荷载计算表3.xlsx

层次 柱 k ac D hiE 6.66E-01 2.50E-01 7.89E+03 3.9D 1.33E+00 4.00E-01 1.26E+04 3.9C 6.66E-01 2.50E-01 7.89E+03 3.9E 8.28E-01 4.70E-01 7.72E+03 4.85D 1.66E+00 5.90E-01 9.69E+03 4.85C 8.28E-01 4.70E-01 7.72E+03 4.85层次柱 yh y0 y1 y2 y3 hi4E 1.2987 0.333 0 0 0 3.94D 1.6263 0.417 0 0 0 3.94C 1.2987 0.333 0 0 0 3.93E 1.56 0.4 0 0 0 3.93D 1.755 0.45 0 0 0 3.93C 1.56 0.4 0 0 0 3.92E 1.95 0.5 0 0 0 3.92D 1.95 0.5 0 0 0 3.92C 1.95 0.5 0 0 0 3.91E 2.6754 0.686 0 0 0 3.91D 2.2776 0.584 0 0 0 3.91C 2.6754 0.686 0 0 0 3.9层次Dij hi、 Vij Di Vi K4 2.84E+04 3.9 15.65 7.89E+03 4.35E+00 6.66E-013 2.84E+04 3.9 32.36 7.89E+03 8.99E+00 6.66E-012 2.84E+04 3.9 49.07 7.89E+03 1.36E+01 6.66E-011 2.51E+04 3.9 66.75 7.72E+03 2.05E+01 8.28E-01Di Vi K4 1.26E+04 6.96E+00 1.33E+003 1.26E+04 1.44E+01 1.33E+002 1.26E+04 2.18E+01 1.33E+001 9.69E+03 2.57E+01 1.66E+00Di Vi K4 7.89E+03 4.35E+00 6.66E-013 7.89E+03 8.99E+00 6.66E-012 7.89E+03 1.36E+01 6.66E-011 7.72E+03 2.05E+01 8.28E-01Mbl Mbr L Vb Mbl Mbr4 1.13E+01 7.91E+00 7.8 2.46 7.91E+00 1.13E+013 2.67E+01 2.11E+01 7.8 6.12 2.11E+01 2.67E+012 4.06E+01 3.39E+01 7.8 9.55 3.39E+01 4.06E+011 5.17E+01 4.21E+01 7.8 12.03 4.21E+01 5.17E+01MED MDE MDC MCD V'ED V'DE V'DC1.13E+01 7.91E+00 7.91E+00 1.13E+01 2.46 2.46 6.412.67E+01 2.11E+01 2.11E+01 2.67E+01 6.12 6.12 15.921E柱432梁端弯矩 梁端柱边剪力DE跨 CD跨梁端弯矩、剪力及柱轴力层次D柱C柱4.06E+01 3.39E+01 3.39E+01 4.06E+01 9.55 9.55 24.835.17E+01 4.21E+01 4.21E+01 5.17E+01 12.03 12.03 31.28MDE0 MCD01.70 -1.702.80 -2.803.35 -3.364.77 -4.77层次 Dij hi、 Vij Di Vi K4 2.46E+05 3.9 4.56E+02 7.89E+03 1.46E+013 2.46E+05 3.9 4.82E+02 7.89E+03 1.54E+012 2.46E+05 3.9 4.82E+02 7.89E+03 1.54E+011 2.26E+05 3.9 6.07E+02 7.72E+03 2.07E+014 2.46E+05 3.9 1.26E+04 2.34E+013 2.46E+05 3.9 1.26E+04 2.47E+012 2.46E+05 3.9 1.26E+04 2.47E+011 2.26E+05 3.9 9.69E+03 2.60E+014 2.46E+05 3.9 7.89E+03 1.46E+013 2.46E+05 3.9 7.89E+03 1.54E+012 2.46E+05 3.9 7.89E+03 1.54E+011 2.26E+05 3.9 7.72E+03 2.07E+01Mbl Mbr L Vb Mbl Mbr4 3.81E+01 2.66E+01 7.8 8.29 2.66E+01 3.81E+013 5.51E+01 4.55E+01 7.8 12.91 4.56E+01 5.51E+012 5.42E+01 4.58E+01 7.8 12.82 4.58E+01 5.42E+011 5.55E+01 4.52E+01 7.8 12.91 4.52E+01 5.55E+01MED MDE MDC MCD V'ED V'DE V'DC3.81E+01 2.66E+01 2.66E+01 3.81E+01 8.29 8.29 21.565.51E+01 4.55E+01 4.56E+01 5.51E+01 12.91 12.91 33.575.42E+01 4.58E+01 4.58E+01 5.42E+01 12.82 12.82 33.345.55E+01 4.52E+01 4.52E+01 5.55E+01 12.91 12.91 33.57MDE0 MCD05.72 -5.724.80 -4.804.21 -4.215.14 -5.14跨中弯矩梁端弯矩 梁端柱边剪力跨中弯矩地震作用下的梁柱内力计算D柱C柱地震作用下的梁端弯矩、剪力及柱轴力层次 DE跨 CD跨和 计算项3 2.63E+03 15.65 15.65 CD跨梁3 4.21E+03 9.47E+03 2.84E+04 16.71 32.36 DE跨梁3 2.63E+03 16.71 49.07 标准柱3 2.57E+03 17.68 66.75 底层柱3 3.23E+03 8.37E+03 2.51E+043 2.57E+03 1.83E+03 2.66E-03 2.66E-032.26E+03 1.73E-03 4.38E-03 梁3.42E+03 1.14E-03 5.52E-03 CD跨梁7.08E+03 5.51E-04 6.07E-03 DE跨梁y1 y y2 k1 k k20.3 0.333 0.35 0.6 0.666 0.70.4 0.417 0.45 1 1.33 20.4 0.400 0.4 0.6 0.666 0.70.45 0.450 0.45 1 1.33 20.5 0.500 0.5 0.6 0.666 0.70.5 0.500 0.5 1 1.33 2 柱0.7 0.686 0.65 0.8 0.828 0.9 标准柱0.65 0.584 0.55 1 1.66 2 底层柱yh Mb Mt1.30 5.64 1.13E+01 内隔墙1.56 14.02 2.10E+011.95 26.58 2.66E+012.68 54.85 2.51E+01汇总yh Mb Mt 内隔墙1.63 1.13E+01 1.58E+011.76 2.52E+01 3.09E+011.95 4.25E+01 4.25E+012.28 5.86E+01 4.18E+01 汇总内隔墙yh Mb Mt1.30 5.65E+00 1.13E+011.56 1.40E+01 2.10E+011.95 2.66E+01 2.66E+01 汇总2.68 5.49E+01 2.51E+01 外墙L Vb E D C3 6.41 -2.46 -3.94 -6.413 15.92 -8.59 -13.74 -22.333 24.83 -18.14 -29.02 -47.15 汇总3 31.28 -30.16 -48.27 -78.43gDE1V'CD M'ED M'DE M'DC M'CD 4 06.41 1.07E+01 7.29E+00 6.31E+00 9.71E+00 3 015.92 2.51E+01 1.96E+01 1.71E+01 2.27E+01 2 0E柱梁端剪力计算梁端柱边剪力 梁端柱边弯矩CD跨 柱梁端弯矩、剪力及柱轴力D柱C柱柱端弯矩及剪力24.83 3.82E+01 3.15E+01 2.77E+01 3.44E+01 1 031.28 4.87E+01 3.91E+01 3.43E+01 4.39E+01 gDC14 03 02 01 0半柱宽0.250.25 V， ED0.25 24.09yh Mb Mt 0.25 24.761.30 1.90E+01 3.81E+01 24.701.56 2.41E+01 3.61E+01 24.581.95 3.01E+01 3.01E+012.68 5.54E+01 2.54E+01M， ED36.571.63 3.81E+01 5.32E+01 44.141.76 4.34E+01 5.30E+01 43.191.95 4.82E+01 4.82E+01 41.242.28 5.93E+01 4.22E+01层次 调幅后左 调幅后又1.30 1.90E+01 3.81E+01 4 31.09 38.391.56 2.41E+01 3.61E+01 3 37.52 40.071.95 3.01E+01 3.01E+01 2 36.71 39.682.68 5.54E+01 2.54E+01 1 35.05 38.884 16.14 1.973 10.78 1.162 11.20 0.981 12.34 0.93L Vb E D C3 21.56 -8.29 -13.27 -21.563 33.57 -21.20 -33.93 -55.123 33.34 -34.02 -54.44 -88.463 33.57 -46.93 -75.10 -122.03V'CD M'ED M'DE M'DC M'CD21.56 3.60E+01 2.45E+01 2.12E+01 3.27E+0133.57 5.19E+01 4.23E+01 3.72E+01 4.68E+0133.34 5.10E+01 4.26E+01 3.75E+01 4.59E+0133.57 5.23E+01 4.20E+01 3.68E+01 4.71E+01DE跨梁梁端柱边剪力计算梁端柱边弯矩计算DE跨梁梁端柱边剪力 梁端柱边弯矩地震作用下的梁柱内力计算D柱C柱地震作用下的梁端弯矩、剪力及柱轴力CD跨 柱弯矩调幅惯性矩 L b h 弹性模量1.33E-03 3 0.25 0.4 3.00E+073.47E-03 7.8 0.25 0.55 3.00E+075.21E-03 3.9 0.5 0.5 3.00E+075.21E-03 4.85 0.5 0.5 3.00E+070.00E+00 3.00E+070.00E+00 3.00E+07线刚度 3.00E+072.67E+04 3 0.25 0.4 3.00E+072.67E+04 7.8 0.25 0.55 3.00E+070.00E+00 1 3.00E+070.00E+00 1 3.00E+070.00E+00 1 3.00E+070.00E+00 1 3.00E+070.00E+00 1 3.00E+070.00E+00 1 3.00E+070.00E+00 1 3.00E+074.01E+04 3.9 0.5 0.5 3.00E+073.22E+04 4.85 0.5 0.5 3.00E+070.00E+00 1。