Rothoblaas - 木螺钉和连接器 Page 333
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支架之间的最大距离 (a) ALU TERRACE 30 ALU TERRACE 30 SUPPORT i = 板条轴距 a i a = 支架之间的距离 i 工作 荷载 [kN/m2] 2,0 0,4 0,77 3,0 0,67 5,0 0,57 4,0 0,61 0,45 0,5 0,74 0,65 0,67 0,60 0,57 0,54 0,6 0,69 0,62 0,59 i [m] 0,55 0,71 0,55 0,53 a 0,8 1,0 0,59 0,57 0,48 0,47 0,45 0,56 0,53 0,49 0,47 0,45 0,51 0,9 0,61 0,59 0,53 0,51 0,7 0,64 0,51 0,49 0,43 0,42 ALU TERRACE 50 ALU TERRACE 50 SUPPORT i = 板条轴距 a i a = 支架之间的距离 a i 工作 荷载 [kN/m2] 2,0 3,0 4,0 5,0 0,4 1,70 1,49 1,35 1,25 备注： • L/300 变形示例； • 有用荷载依照 EN 1991-1-1 计算： 0,45 0,5 0,55 1,38 1,34 1,30 1,23 1,16 1,13 1,10 1,04 1,64 1,58 1,30 1,25 1,43 1,21 i [m] 1,53 1,22 0,6 1,49 1,18 0,7 0,8 0,9 1,0 1,41 1,35 1,30 1,25 1,12 1,07 1,03 1,00 1,18 1,00 1,14 0,96 1,10 0,92 在假设荷载均匀分布的情况下，采用简支梁跨度下的静力图进行计算。 - A 类区域 = 2,0 ÷ 4,0 kN /m²； - C2 类拥挤敏感区域 = 3,0 ÷ 4,0 kN/m²； - C3 类拥挤敏感区域 = 3,0 ÷ 5,0 kN/m²； 户外 | ALU TERRACE | 333
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