框架梁内力组合计算用

-2.77 2.84 -2.10 2.58 -0.57 0.80
表6.21 框架梁内力组合表
SEK
γre[（1.2（SGK+0.5SQK)+1
左震 右震
左震
197.62 -197.62 136.00
-52.86 52.86 25.51
-135.41 135.41 -187.43
52.86 -52.86 141.75
-43.51 63.16 -44.79 63.66 -19.88 15.64
SQK和雪载
-13.90 18.96 -16.61 20.04 -11.72 5.06
-11.46 18.21 -17.98 20.79 -11.83 5.06
-4.04 4.98 -3.53 4.78 -1.05 1.14
86.48
90.72 83.08
-27.89 -25.33 22.26 20.37
55.49
88.66 76.21
-11.83 -10.49
-12.57 -14.72
-88.92 -84.90
116.18 112.58 -93.22 -92.05
118.11
117.87 115.40
-24.76 -28.06 19.83 20.21
103.25
96.77 94.73
-11.35 -13.70
-62.78 -57.87
90.25 82.76 -64.00 -58.69
左震/γre 右震 右震/γ 181.33 -249.36 -332.48 30.01 142.33 167.45 -249.91 76.62 102.16 166.76 24.93 29.33 153.59 -144.75 -193.00 -112.20 122.85 144.53 193.46 84.79 113.05 156.87 117.65 156.87 73.16 -168.47 -224.63 55.39 119.54 140.64 -197.33 31.50 42.00 141.39 47.71 56.13 99.20 -102.29 -136.39 -71.09 87.91 103.42 122.94 69.72 92.96 102.30 76.73 102.30 0.24 -80.99 -107.99 62.38 78.72 92.61 -96.12 -10.43 -13.91 93.06 53.40 62.82 16.25 -48.49 -64.65 -10.72 41.83 49.21 82.92 52.29 69.72 17.74 15.22 20.29
133.30 -133.30 115.19
-98.74 98.74 -95.37
145.10
117.65
114.53 -114.53 54.87
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-32.79 32.79 47.08
-92.05 92.05 -148.00
32.79 -32.79 120.18
90.61 -90.61 74.40
-67.12 67.12 -60.43
层次 一层 四层 六层
截面位置 C D左 D右
跨间 C D左 D右
跨间 C D左 D右
跨间
内力
M V M V M V MCD MDE M V M V M V MCD MDE M V M V M V MCD MDE
SGK
-56.03 72.79 -53.26 71.69 -10.56 10.94
-57.38 72.57 -55.73 71.91 -9.58 10.94
92.21
76.73
41.63 -41.63 0.18
-11.63 11.63 53.02
-31.62 31.62 -72.09
11.63 -11.63 79.10
31.12 -31.12 12.19
-23.05 23.05 -9.11
62.19
13.31
架梁内力组合表 γre[（1.2（SGK+0.5SQK)+1.3SEK)]
1.35SGK+ 1.2SGK+1
V=γre[η
1.4SQK .4SQK vb(Mr+Ml)/ln+VGb]
-89.54 -86.70
117.23 113.89 -88.51 -87.17
132.33
116.82 114.08
-25.98 -29.08 19.83 20.21
142.40
98.80 93.12