框架柱内力组合表

附表2 框架柱内力组合表 内
1.2SGk+1.4SQk
250.33 272.87 194.82 289.58 114.14 -185.55 333.47 -154.90 350.17 -87.29 169.70 727.85 179.83 744.56 89.62 -146.87 810.62 -149.30 827.32 -75.94 179.83 1182.38 179.83 1199.09 92.22 -149.30 1288.22 -149.30 1304.92 -76.57 179.83 1636.91 180.22 1653.62 92.32 -149.30 1765.82 -149.48 1782.52 -76.61 179.27
199.04 161.25 199.04 -82.69 427.73 1203.55 427.73 1203.55 -219.35 155.61 262.44 391.02 262.44 -140.16 363.35 1544.30 451.03 1544.30 -208.82
2091.43 209.07 2108.13 99.58 -148.91 2243.43 -165.65 2260.14 -80.66 143.57 2546.13 71.80 2562.84 55.22 -111.53 2720.86 -55.77 2737.56 -40.80
地震 右 ④ 87.44 15.86 27.61 15.86 -29.50 178.76 75.95 124.23 75.95 -77.69 122.62 45.68 66.03 45.68 -48.37 273.20 250.23 223.53 250.23 -127.37 151.16 88.82 96.64 88.82 -63.54 352.38 545.99 300.17 545.99 -167.32 160.88 140.04 131.63 140.04 -75.00 385.18 846.74 385.18 846.74 -197.53 161.25
层次 六层 五层 四层 三层
杆件 截面 内力
种类
上端
M N
A
下端
M N
V
上端
M N
B
下端
M N
V
上端
M N
A
下端
M N
V
上端
M N
B
下端
M N
V
上端
M N
A
下端
M N
V
上端
M N
B
下端
M N
V
上端
M N
A
下端
M N
V
上端
M N
B
下端
M N
V
上端 M
A
恒载
① 183.55 209.10 122.38 223.02 78.44 -133.47 252.54 -96.71 266.46 -59.02 89.78 515.10 102.92 529.02 49.41 -80.32 569.07 -85.30 582.99 -42.47 102.92 820.62 102.92 834.54 52.78 -85.30 886.08 -85.30 900.00 -43.74 102.92 1126.14 103.14 1140.06 52.84 -85.30 1203.09 -85.40 1217.01 -43.77 102.60
二层
二层 一层
上端 N
A
下端
M N
V
Leabharlann Baidu
上端
M N
B
下端
M N
V
上端
M N
A
下端
M N
V
上端
M N
B
下端
M N
V
1431.65 119.65 1445.57 56.99 -85.08 1520.11 -94.64 1534.03 -46.08 84.09 1737.50 42.05 1751.42 32.34 -63.72 1836.79 -31.86 1850.71 -22.76
266.75 46.78 266.75 22.28 -33.44 299.50 -37.20 299.50 -18.11 30.47 329.38 15.24 329.38 11.72 -25.05 369.08 -12.53 369.08 -9.64
-199.04 -161.25 -199.04 82.69 -427.73 -1203.55 -427.73 -1203.55 219.35 -155.61 -262.44 -391.02 -262.44 140.16 -363.35 -1544.30 -451.03 -1544.30 208.82
活载
② 21.48 15.68 34.26 15.68 14.29 -18.13 21.73 -27.75 21.73 -11.76 44.26 78.38 40.23 78.38 21.66 -36.06 91.24 -33.53 91.24 -17.84 40.23 141.17 40.23 141.17 20.63 -33.53 160.66 -33.53 160.66 -17.19 40.23 203.96 40.32 203.96 20.65 -33.53 230.08 -33.57 230.08 -17.21 40.11
地震 左 ③ -87.44 -15.86 -27.61 -15.86 29.50 -178.76 -75.95 -124.23 -75.95 77.69 -122.62 -45.68 -66.03 -45.68 48.37 -273.20 -250.23 -223.53 -250.23 127.37 -151.16 -88.82 -96.64 -88.82 63.54 -352.38 -545.99 -300.17 -545.99 167.32 -160.88 -140.04 -131.63 -140.04 75.00 -385.18 -846.74 -385.18 -846.74 197.53 -161.25
2 框架柱内力组合表
内力组合
1.35SGk+1.4*0.7*SQk
1.2(SGk+0.5SQk)+1.3SEk
左
右
268.84
119.48
346.82
297.65
239.71
280.95
198.79
131.52
203.31
316.44
256.41
297.65
119.91
141.06
64.36
-197.95