框架柱内力组合表-底层.doc

框架柱内力组合表 底层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左1.3地震右1B1B0上端M13.43 9.62 -121.43 121.43 29.58 27.55 -135.97 179.74 N1382.49 255.94 -400.59 400.59 2017.30 2117.18 1291.78 2333.32 下端M6.72 2.55 -282.34 282.34 11.64 11.57 -357.45 376.64 N1431.63 255.94 -400.59 400.59 2076.27 2183.52 1350.75 2392.28 V-4.43 -2.67 -82.64 82.64 -9.06 -8.60 -114.35 100.51 C1C0上端M-12.33 -4.24 -133.92 133.92 -20.73 -20.80 -191.43 156.76 N1536.84 393.87 63.08 -63.08 2395.63 2460.72 2162.53 1998.52 下端M-6.16 -2.12 -312.48 312.48 -10.36 -10.39 -414.89 397.56 N1585.98 393.87 63.08 -63.08 2454.59 2527.07 2221.50 2057.49 V4.06 1.40 -66.91 66.91 6.83 6.85 -81.27 92.69 D1D0上端M12.33 4.24 -133.92 133.92 20.73 20.80 -156.76 191.43 N1536.84 393.87 -63.08 63.08 2395.63 2460.73 1998.53 2162.53 下端M6.16 2.12 -312.48 312.48 10.36 10.39 -397.56 414.89 N1585.98 393.87 -63.08 63.08 2454.59 2527.07 2057.49 2221.50 V-4.06 -1.40 -66.91 66.91 -6.83 -6.85 -92.69 81.27 E1E0上端M-13.43 -9.62 -121.43 121.43 -29.58 -27.55 -179.74 135.97 N1382.49 255.94 400.59 -400.59 2017.30 2117.18 2333.32 1291.78 下端M-6.72 -2.55 -282.34 282.34 -11.64 -11.57 -376.64 357.45 N1431.63 255.94 400.59 -400.59 2076.27 2183.52 2392.28 1350.75 V4.43 2.67 -82.64 82.64 9.06 8.60 -100.51 114.35 框架柱内力组合表 第二层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左1.3地震右2C2C1上端M21.03 7.74 -142.70 142.70 36.07 35.97 -155.63 215.39 N1223.02 219.38 -371.95 371.95 1774.75 1866.07 1115.72 2082.79 下端M25.26 5.11 -142.70 142.70 37.47 39.11 -152.13 218.89 N1261.90 219.38 -371.95 371.95 1821.41 1918.56 1162.37 2129.44 V-12.86 -3.57 -83.41 83.41 -20.43 -20.86 -126.01 90.86 D2D1上端M-19.13 -7.10 -178.09 178.09 -32.90 -32.78 -258.73 204.30 N1411.90 335.37 47.35 -47.35 2163.81 2234.73 1957.06 1833.95 下端M-22.56 -8.07 -178.09 178.09 -38.37 -38.37 -263.43 199.60 N1450.78 335.37 47.35 -47.35 2210.46 2287.22 2003.72 1880.61 V11.58 4.21 -69.42 69.42 19.80 19.76 -73.82 106.67 E2E1上端M19.13 7.10 -178.09 178.09 32.90 32.78 -204.30 258.73 N1411.90 335.37 -47.35 47.35 2163.80 2234.73 1833.95 1957.06 下端M22.56 8.07 -178.09 178.09 38.37 38.36 -199.60 263.43 N1450.78 335.37 -47.35 47.35 2210.46 2287.22 1880.61 2003.72 V-11.58 -4.21 -69.42 69.42 -19.79 -19.76 -106.67 73.82 F2F1上端M-21.03 -7.74 -142.70 142.70 -36.07 -35.97 -215.39 155.63 N1223.02 219.38 371.95 -371.95 1774.75 1866.07 2082.79 1115.72 下端M-25.26 -5.11 -142.70 142.70 -37.47 -39.11 -218.89 152.13 N1261.90 219.38 371.95 -371.95 1821.41 1918.56 2129.44 1162.37 V12.86 3.57 -83.41 83.41 20.43 20.86 -90.86 126.01 框架柱内力组合表 第三层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左1.3地震右3C3C2上端M20.59 7.85 -143.04 143.04 35.70 35.49 -156.53 215.37 N1015.73 182.82 -234.54 234.54 1474.81 1550.39 1023.66 1633.46 下端M20.32 8.01 -117.03 117.03 35.59 35.28 -122.95 181.33 N1054.61 182.82 -234.54 234.54 1521.48 1602.88 1070.32 1680.12 V-11.36 -4.40 -78.26 78.26 -19.80 -19.65 -118.01 85.46 D3D2上端M-18.78 -6.47 -178.52 178.52 -31.59 -31.69 -258.49 205.66 N1163.14 276.87 33.36 -33.36 1783.39 1841.58 1605.26 1518.53 下端M-18.78 -6.96 -146.06 146.06 -32.28 -32.17 -216.59 163.17 N1202.02 276.87 33.36 -33.36 1830.05 1894.06 1651.92 1565.18 V10.38 3.73 -65.13 65.13 17.68 17.67 -69.97 99.36 E3E2上端M18.78 6.47 -178.52 178.52 31.59 31.69 -205.66 258.49 N1163.14 276.87 -33.36 33.36 1783.39 1841.58 1518.53 1605.26 下端M18.78 6.96 -146.06 146.06 32.28 32.17 -163.17 216.59 N1202.02 276.87 -33.36 33.36 1830.05 1894.06 1565.18 1651.92 V-10.38 -3.73 -65.13 65.13 -17.68 -17.67 -99.36 69.98 F3F2上端M-20.59 -7.85 -143.04 143.04 -35.70 -35.49 -215.37 156.53 N1015.73 182.82 234.54 -234.54 1474.82 1550.39 1633.47 1023.66 下端M-20.32 -8.01 -117.03 117.03 -35.59 -35.28 -181.33 122.95 N1054.61 182.82 234.54 -234.54 1521.48 1602.89 1680.13 1070.32 V11.36 4.40 -78.26 78.26 19.80 19.65 -85.46 118.01 框架柱内力组合表 第四层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左1.3地震右4B4C3上端M20.59 7.85 -122.96 122.96 35.70 35.49 -130.43 189.27 N808.44 146.25 -156.28 156.28 1174.87 1234.71 854.71 1261.04 下端M20.59 7.85 -100.60 100.60 35.70 35.49 -101.36 160.20 N847.32 146.25 -156.28 156.28 1221.53 1287.20 901.36 1307.69 V-11.44 -4.36 -62.09 62.09 -19.83 -19.72 -97.06 64.37 C4D3上端M-18.78 -6.47 -153.45 153.45 -31.59 -31.69 -225.90 173.07 N914.38 218.37 20.23 -20.23 1402.98 1448.42 1254.58 1201.98 下端M-18.78 -6.47 -125.55 125.55 -31.59 -31.69 -189.63 136.80 N953.26 218.37 20.23 -20.23 1449.63 1500.91 1301.24 1248.64 V10.43 3.59 -51.67 51.67 17.54 17.60 -52.50 81.84 E4E3上端M18.78 6.47 -153.45 153.45 31.59 31.69 -173.07 225.90 N914.38 218.37 -20.23 20.23 1402.97 1448.42 1201.98 1254.58 下端M18.78 6.47 -125.55 125.55 31.59 31.69 -136.80 189.63 N953.26 218.37 -20.23 20.23 1449.63 1500.91 1248.64 1301.24 V-10.43 -3.59 -51.67 51.67 -17.54 -17.60 -81.84 52.50 F4F3上端M-20.59 -7.85 -122.96 122.96 -35.70 -35.49 -189.27 130.43 N808.45 146.25 156.28 -156.28 1174.89 1234.73 1261.06 854.73 下端M-20.59 -7.85 -100.60 100.60 -35.70 -35.49 -160.20 101.36 N847.32 146.25 156.28 -156.28 1221.54 1287.21 1307.70 901.37 V11.44 4.36 -69.09 69.09 19.83 19.72 -73.47 106.16 框架柱内力组合表 第五层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左1.3地震右5C5C4上端M16.32 7.08 -76.03 76.03 29.50 28.97 -75.01 122.67 N393.85 73.13 -47.15 47.15 575.00 603.36 455.20 577.79 下端M20.59 7.85 -40.93 40.93 35.70 35.49 -23.79 82.63 N432.73 73.13 -47.15 47.15 621.66 655.85 501.86 624.45 V-10.25 -4.15 -31.03 31.03 -18.11 -17.90 -55.13 25.55 D5D4上端M-15.71 -6.45 -94.89 94.89 -27.88 -27.53 -146.08 100.64 N416.85 101.37 7.91 -7.91 642.14 662.09 571.33 550.76 下端M-18.78 -6.47 -51.09 51.09 -31.59 -31.69 -92.84 40.00 N455.50 101.37 7.91 -7.91 688.52 714.27 617.71 597.14 V9.58 3.59 -26.00 26.00 16.52 16.45 -20.15 47.45 E5E4上端M15.71 6.45 -94.89 94.89 27.88 27.53 -100.64 146.08 N416.85 101.37 -7.91 7.91 642.14 662.09 550.76 571.33 下端M18.78 6.47 -51.09 51.09 31.59 31.69 -40.00 92.84 N455.50 101.37 -7.91 7.91 688.52 714.27 597.14 617.71 V-9.58 -3.59 -26.00 26.00 -16.52 -16.45 -47.45 20.15 F5F4上端M-16.32 -7.08 -76.03 76.03 -29.50 -28.97 -122.67 75.01 N393.85 73.13 47.15 -47.15 575.00 603.36 577.79 455.20 下端M-20.59 -7.85 -40.93 40.93 -35.70 -35.49 -82.63 23.79 N432.73 73.13 47.15 -47.15 621.66 655.85 624.45 501.86 V10.25 4.15 -31.03 31.03 18.11 17.90 -25.55 55.13 框架柱内力组合表 第六层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左1.3地震右6B6B5上端M48.44 13.33 -50.78 50.78 76.79 78.46 0.11 132.14 N186.56 36.56 -16.12 16.12 275.06 287.68 224.85 266.76 下端M27.47 9.09 -19.94 19.94 45.69 45.99 12.50 64.34 N225.44 36.56 -16.12 16.12 321.71 340.17 271.51 313.42 V-21.09 -6.22 -16.12 16.12 -34.02 -34.57 -50.00 -8.09 C6C5上端M-43.29 -10.94 -61.84 61.84 -67.26 -69.16 -138.90 21.88 N168.10 42.87 2.88 -2.88 261.74 268.95 231.19 223.70 下端M-24.35 -8.01 -26.50 26.50 -40.43 -40.72 -68.48 0.42 N206.98 42.87 2.88 -2.88 308.40 321.44 277.84 270.36 V18.79 5.26 -13.24 13.24 29.92 30.53 8.49 42.92 D6D5上端M43.29 10.94 -61.84 61.84 67.26 69.16 -21.88 138.90 N168.10 42.87 -2.88 2.88 261.74 268.95 223.70 231.19 下端M24.35 8.01 -26.50 26.50 40.43 40.72 -0.42 68.48 N206.98 42.87 -2.88 2.88 308.40 321.44 270.36 277.84 V-18.79 -5.26 -13.24 13.24 -29.92 -30.53 -42.92 -8.49 E6E5上端M-48.44 -13.33 -50.78 50.78 -76.79 -78.46 -132.14 -0.11 N186.56 36.56 16.12 -16.12 275.06 287.68 266.76 224.85 下端M27.47 -9.09 -19.94 19.94 20.24 28.18 1.59 53.43 N225.44 36.56 16.12 -16.12 321.71 340.17 313.42 271.50 V21.09 6.22 -16.12 16.12 34.02 34.57 8.08 50.00 框架柱内力组合最不利内力组合层次杆件截面内力种类最不利内力组合MmaxMMNNmaxNmin1B1B0上端M179.74 179.74 27.55 N2333.32 2333.32 2117.18 下端M376.64376.6411.57N2392.282392.282185.52VC1C0上端M191.4320.820.73N2162.522460.722395.63下端M414.8910.3910.36N2221.52527.072454.59VD1D0上端M20.8191.4320.73N2460.732162.532395.63下端M414.8910.3910.36N2221.52527.072354.59VE1E0上端M179.74179.7427.55N2333.322333.322117.18下端M376.64376.6411.57N2392.282392.282183.52V层次杆件截面内力种类最不利内力组合MmaxMMNNmaxNmin2C2C1上端M215.37215.37156.53N1633.461633.461023.66下端M181.33181.3335.59N1680.121680.121521.48VD2D1上端M258.4931.69205.66N1605.261841.581518.53下端M216.5932.17163.17N1651.921894.061565.18VE2E1上端M258.4931.69205.66N1605.261841.581518.53下端M216.5932.17163.17N1651.921894.061565.18VF2F1上端M215.37215.3735.7N1633.471633.471474.82下端M181.33181.33122.95N1680.131680.131070.32V层次杆件截面内力种类最不利内力组合MmaxMMNNmaxNmin3C3C2上端M215.37215.37156.53N1633.461633.461023.66下端M181.33181.3335.59N1680.121680.121521.48VD3D2上端M258.4931.69205.66N1605.261841.581518.53下端M216.5932.17163.17N1651.921894.061565.18VE3E2上端M258.4931.69205.66N1605.261841.581518.53下端M216.5932.17163.17N1651.921894.061565.18VF3F2上端M215.37215.3735.7N1633.471633.471474.82下端M181.33181.33122.95N1680.131680.131070.32V层次杆件截面内力种类最不利内力组合MmaxMMNNmaxNmin4B4C3上端M189.27189.2735.7N1261.041261.041140.87下端M160.27160.27101.36N1307.691307.69901.36VC4D3上端M225.9225.931.59N1254.581254.581402.98下端M189.6331.69136.8N1301.241500.911248.64VE4E3上端M225.9225.931.59N1254.581254.581402.97下端M189.6331.64136.8N1301.241500.911248.64VF4F3上端M189.27189.2735.49N1261.061261.061234.73下端M160.2160.2101.36N1307.71307.7901.37V层次杆件截面内力种类最不利内力组合MmaxMMNNmaxNmin5B5B4上端M132.1478.460.11N266.76287.68224.85下端M64.3445.9912.5N313.42340.17271.51VC5C4上端M138.969.16138.9N231.19268.95231.19下端M68.4840.720.42N277.84321.44270.36VD5D4上端M138.969.1621.88N231.19268.95223.7下端M69.4840.720.42N277.84321.44270.36VE5E4上端M132.1478.460.11N266.76287.68224.85下端M53.431.5953.43N271.5240.42271.5V