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优槽KWIKSTRUT成品支吊架,抗震支吊架槽钢荷载数据

发布人: 发布日期:2020-12-12 浏览数:1285

产品名应力设计值达215MPa挠度控制     (1/200跨度)槽面柱重心柱
均布荷载(KN)挠度(mm)均布荷载(KN)设计荷载(KN)设计荷载(KN)
250mm(横梁跨度或无支承长度)
R21-257.560.4
14.9851.38
R21D-2510.360.2
26.74106.82
R41-2523.520.2
21.8467.9
R41D-2519.460
37.8141.26
R62-2545.360.2
30.893.94
R62D-2529.120
53.76196.28
500mm(横梁跨度或无支承长度
R21-253.781.8
13.8645.64
R21D-2510.361
26.04101.78
R41-2511.760.9
20.5859.22
R41D-2519.460.3
37.38137.76
R62-2522.680.6
29.1280.64
R62D-2529.120.2
53.34191.88
1000mm(横梁跨度或无支承长度)
R21-251.827.11.3110.522.68
R21D-255.044.1
23.2481.2
R41-255.883.7
16.837.24
R41D-2516.242.1
35.84123.62
R62-2511.342.5
22.2642.14
R62D-2529.121.2
51.94173.88
1500mm(横梁跨度或无支承长度)
R21-251.26160.596.8610.08
R21D-253.369.32.7419.3247.88
R41-253.928.33.5313.1622.82
R41D-2510.924.7
33.46100.1
R62-257.565.7
16.3824.5
R62D-2521.843.1
49.42143.92
2000mm(横梁跨度或无支承长
R21-250.9816.50.34

R21D-252.5214.81.5414.9826.88
R41-252.9414.71.9910.7816.38
R41D-258.128.3
30.2467.38
R62-255.610.25.5713.317.64
R62D-2516.385.5
45.78101.92
2500mm(横梁跨度或无支承长度)
R21-250.744.50.21

R21D-252.125.80.9811.62
R41-252.3823.11.269.112.74
R41D-256.5812.96.3125.943.12
R62-254.4815.93.5611.3413.72
R62D-2513.028.6
40.4665.24
3000mm(横梁跨度或无支承长度)
R21-250.56640.14

R21D-251.6837.20.69

R41-251.9633.30.887.7
R41D-255.4618.64.3821.5629.96
R62-253.7822.92.459.9411.2
R62D-2510.9212.4
34.0245.36












荷载受焊接剪力的限制












注:










1 以上荷载包括构件的自重。应减去该自重以得出梁所支撑的净允许荷载。












2 长跨梁应采用防止出现旋和扭转的方式支撑。












3 所列的均布荷载用于各种单跨梁。即一根梁二个支撑点。如何荷载集中在跨的中央,从下列表中用查出相应的荷载乘0.5;
  用查出对应的变形乘0.8。