Rothoblaas - 木结构连接器 Page 406
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静态值 抗压强度 F1,c Bs,min R40 L - 长方形 产品编码 Bs,min R1,c k timber [mm] [kN] R40L150 100 100,0 R40L250 100 100,0 R1,c k steel γtimber γMT(1) [kN] 41,9 50,7 [kN] γsteel 57,1 γM0 65,3 γsteel γM1 R40 S - 方形 产品编码 Bs,min [mm] R1,c k timber [kN] R40S70 80 50,7 R40S80 100 64,0 R1,c k steel γtimber γMT(1) [kN] 23,3 38,1 [kN] γsteel γM0 39,6 61,8 注意： (1) 木材的分项系数。 • 计算过程考虑的木材密度为 ρk = 350 kg/m3。 • 必须分别确定木构件和混凝土构件的尺寸并进行验证。 一般原则： • 特征值符合 ETA-10/0422。 • 设计值获取自特征值，如下所示： Rd = min Ri,k timber kmod γtimber Ri,k steel γsteel 系数 kmod 和 y 应根据适用的现行计算规范选取。 406 | R40 | 露台的柱支座和节点 γsteel γM1
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