辽宁工程技术大学毕业设计(论文)
续表4-5 Add table 4-5
组合号 2
单元号 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 3 4 5 小节点N(kN) 9.1 11.1 30.5 13.2 12.1 10.2 3.4 -13.6 9.0 10.2 12.1 30.5 12.2 11.1 9.1 23.6 12.5 9.2 10.1 11.7 38.9 13.7 12.7 11.1 6.4 -7.7 10.2 11.1 12.7 38.9 12.6 11.7 10.1 26.6 -42.4 -10.8 -7.8 -2.1 -89.0 小节点V(kN) 12.3 -11.8 0.0 12.0 9.7 0.8 8.7 11.8 2.1 -0.4 -9.1 0.0 22.4 12.3 -12.0 5.7 -15.9 25.4 13.4 -14.0 0.0 16.1 11.9 -0.2 9.6 11.0 5.0 0.6 -11.3 0.0 26.4 14.5 -13.0 6.5 2.7 -24.1 -7.4 23.3 0.0 小节点M(kN.m) -0.0 -0.1 0.0 77.0 29.1 -16.6 -11.8 0.0 -13.6 -16.6 29.1 0.0 77.2 -0.1 -0.0 79.7 0.0 84.5 -2.3 2.9 0.0 94.0 32.1 -18.9 -5.2 0.0 -7.3 -18.9 32.1 0.0 94.2 2.9 -2.3 86.3 0.0 -40.2 29.9 -41.5 0.0 大节点N(kN) 11.1 12.2 30.5 12.1 10.2 9.0 -13.6 3.4 10.2 12.1 13.2 30.5 11.1 9.1 8.0 6.7 26.6 10.1 11.7 12.6 38.9 12.7 11.1 10.2 -7.7 6.4 11.1 12.7 13.7 38.9 11.7 10.1 9.2 12.5 -25.5 -7.8 -2.1 1.0 -89.0 大节点V(kN) -12.3 -22.4 0.0 9.1 0.4 -2.1 -11.8 -8.7 -0.8 -9.7 -12.0 0.0 11.8 -12.3 -22.6 15.0 -6.5 13.0 -14.5 -26.4 0.0 11.3 -0.6 -5.0 -11.0 -9.6 0.2 -11.9 -16.1 0.0 14.0 -13.4 -25.4 15.9 8.3 -7.0 23.2 40.4 0.0 大节点M(kN.m) -0.1 77.2 0.0 29.1 -16.6 -13.6 0.0 -11.8 -16.6 29.1 77.0 0.0 -0.1 -0.0 78.1 0.0 86.3 -2.3 2.9 94.2 0.0 32.1 -18.9 -7.3 0.0 -5.2 -18.9 32.1 94.0 0.0 2.9 -2.3 84.5 0.0 -42.3 29.9 -41.5 -185.5 0.0 21
3
4
5
6
马晨:双跨轻型门式刚架结构设计
续表4-5 Add table 4-5
组合号 6
单元号 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9
小节点N(kN) 1.6 -1.5 -7.2 -37.6 -54.6 -10.2 -7.2 -1.5 -89.0 1.0 -2.1 -7.8 -25.5 -16.0 -1.0 1.5 6.0 -30.5 9.5 7.1 2.5 -19.3 -36.2 0.1 2.5 7.1 -30.5 8.5 6.0 1.5 0.9
小节点V(kN) -46.6 -24.8 14.6 -6.5 18.8 -36.3 -15.1 24.9 0.0 -40.4 -23.2 7.0 -8.3 -8.3 1.1 3.7 5.8 0.0 -18.8 -8.1 9.1 2.0 18.6 -19.4 -9.1 8.5 0.0 -8.5 -5.5 -3.7 -1.1
小节点M(kN.m) -185.6 -24.0 20.0 -97.3 0.0 -95.2 20.0 -24.0 0.0 -185.5 -41.5 29.9 -42.3 0.0 27.9 17.1 -24.1 0.0 -56.7 5.1 0.6 -63.8 0.0 -63.8 0.6 5.1 0.0 -56.5 -24.1 17.1 27.7
大节点N(kN) -1.5 -7.2 -10.2 -54.6 -37.6 -7.2 -1.5 1.6 -89.0 -2.1 -7.8 -10.8 -42.4 0.9 1.5 6.0 8.5 -30.5 7.1 2.5 0.1 -36.2 -19.3 2.5 7.1 9.5 -30.5 6.0 1.5 -1.0 -16.0
大节点V(kN) -24.9 15.1 36.3 -18.8 6.5 -14.6 24.8 46.6 0.0 -23.3 7.4 24.1 -2.7 1.1 3.7 5.5 8.5 0.0 -8.5 9.1 19.4 -18.6 -2.0 -9.1 8.1 18.8 0.0 -5.8 -3.7 -1.1 8.3
大节点M(kN.m) -24.0 20.0 -95.2 0.0 -97.3 20.0 -24.0 -185.6 0.0 -41.5 29.9 -40.2 0.0 27.7 17.1 -24.1 -56.5 0.0 5.1 0.6 -63.8 0.0 -63.8 0.6 5.1 -56.7 0.0 -24.1 17.1 27.9 0.0
7
8
9
22
辽宁工程技术大学毕业设计(论文)
表4-6组合内力作用下的支座反力设计值(单位:kN、kN.m)
Table 4-6 the design values of end reaction with the effect of combination internal force
(unit:kN、kN.m)
组合号 1
节点号 1 6 10 1 6 10 1 6 10 1 6 10 1 6 10 1 6 10 1 6 10 1 6 10 1 6 10
23
Nx 14.8 0.0 -14.8 -15.0 0.0 -11.8 11.8 0.0 15.0 -15.9 0.0 -11.0 11.0 0.0 15.9 2.7 0.0 -18.8 18.8 0.0 -2.7 -8.3 0.0 -18.6 18.6 0.0 8.3
Ny 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nz 67.4 139.9 67.4 -6.7 -28.2 13.6 13.6 -28.2 -6.7 -12.5 -37.0 7.7 7.7 -37.0 -12.5 42.4 91.3 54.6 54.6 91.3 42.4 16.0 32.8 36.2 36.2 32.8 16.0
Mx 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
My 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Mz 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
2
3
4
5
6
7
8
9
马晨:双跨轻型门式刚架结构设计
表4-7组合内力作用下的支座反力标准值(单位:kN、kN.m)
Table 4-7 the standard values of end reaction with the effect of combination internal force
(unit:kN、kN.m) 组合号 1
节点号 1 6 10 1 6 10 1 6 10 1 6 10 1 6 10 1 6 10 1 6 10 1 6 10 1 6 10
Nx 11.2 0.0 -11.2 -10.1 0.0 -9.0 9.0 0.0 10.1 -10.1 0.0 -9.0 9.0 0.0 10.1 2.5 0.0 -14.0 14.0 0.0 -2.5 -5.3 0.0 -13.9 13.9 0.0 5.3
Ny 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Nz 52.3 106.2 52.3 -0.6 -13.8 13.8 13.8 -13.8 -0.6 -0.6 -13.8 13.8 13.8 -13.8 -0.6 34.5 71.5 43.1 43.1 71.5 34.5 15.6 29.7 30.1 30.1 29.7 15.6
Mx 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
My 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Mz 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
2
3
4
5
6
7
8
9
②计算简图
-19.8-50.5-8.0-19.8-50.5-137.6-67.4-67.4
-110-114.0-68.4-47.9-293.1-110-114.068.40.014.847.90.0-14.8
图4-6 第 1 种组合轴力N、剪力V、弯距M图
Figure 4-6 the first kind of combination axial force N 、shearing force V、bending moment M drawing
24
辽宁工程技术大学毕业设计(论文)
8.023.612.213.23.49.06.7-22.4-5.722.612.00.0-15.0-2.18.730.5-13.6
79.778.177.10.0-13.6-11.8-11.8
图4-7第 2 种组合轴力N、剪力V、弯距M图
Figure 4-6 the second kind of combination axial force N 、shearing force V、bending moment M drawing
3.49.013.212.223.68.030.5-13.66.7
-12.0-8.72.122.40.0-22.65.7-13.6-11.879.777.10.078.111.815.0
图4-8第 3 种组合轴力N、剪力V、弯距M图
Figure 4-8 the third kind of combination axial force N 、shearing force V、bending moment M drawing
9.226.612.613.76.410.238.912.5-7.7
-7.3-5.2-26.4-6.525.416.10.0-15.0-11.0-5.09.686.384.594.10.0
图4-9第 4 种组合轴力N、剪力V图、弯距M
Figure 4-9 the fourth kind of combination axial force N 、shearing force V、bending moment M drawing
25
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