五层教学楼框剪结构建筑设计和结构设计计算书和CAD图纸(62)
Condition (LoadCase) No Shear-X Shear-Y Axial Moment-X Moment-Y
D+L 1( 1) 39 35.3 35.3 -1852.1 38.1 -62.3
2( 1) 52 -88.6 -7.4 -701.8 2.5 6.5
3( 1) 47 -116.1 1.9 -772.0 3.3 9.3
4( 1) 48 -41.8 13.6 -2726.6 16.3 11.8
5( 1) 49 -62.0 87.6 - 4187.7 40.2 17.7
6( 1) 51 12.5 -114.5 -3018.4 -25.1 -7.2
7( 1) 38 48.5 -79.0 -1934.0 -12.8 -18.8
8( 1) 60 20.8 -134.2 -2409.6 -32.2 -9.9
9( 1) 69 -44.9 -169.8 -2306.4 -44.3 11.4
10( 1) 81 0.0 -193.3 -2492.2 -52.6 -3.2
11( 1) 90 -53.4 -110.9 -2520.5 -26.7 14.1
12( 1) 97 70.7 -85.7 -3345.1 -19.2 -26.0
13( 1) 111 -64.9 -67.0 -2091.9 -14.0 17.8
14( 1) 93 92.5 7.3 -789.0 2.8 -8.0
15( 1) 94 72.5 30.4 -2747.6 18.3 -25.1
16( 1) 95 87.0 72.7 -4336.4 32.0 -30.5
17( 1) 98 111.0 -24.7 -770.8 0.2 -10.2
18( 1) 112 -50.0 -16.7 -748.8 0.6 3.2
19( 1) 106 -88.9 8.4 -712.6 2.7 7.1
20( 1) 107 -77.1 141.8 -1878.0 53.5 23.3
21( 1) 109 -99.3 5.0 -2652.9 9.3 29.8
22( 1) 33 77.0 6.0 -682.2 3.8 -6.8
23( 1) 34 66.5 105.1 -1879.3 46.7 -23.2
24( 1) 57 10.1 20.8 -1949.5 18.0 -4.9
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