Rothoblaas - 木结构连接器 Page 265
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静态值 | 抗剪节点 | 木-木 TTP200 F2/3 整体 木 R2/3,k timber (1) 孔紧固件 Ø5 配置 类型 • 整体紧固 LBA 钉 ØxL nv1 nv2 [mm] [个] [个] [kN] Ø4,0 x 60 7 7 7,8 TTP300 F2/3 F2/3 整体 局部 木 配置 • 整体紧固 • 局部紧固 R2/3,k timber (1) 孔紧固件 Ø5 ØxL nv1 nv2 [mm] [个] [个] [kN] LBA 钉 Ø4,0 x 60 42 14 28,0 LBS 螺钉 Ø5,0 x 60 42 14 27,7 LBA 钉 Ø4,0 x 60 14 14 15,3 LBS 螺钉 Ø5,0 x 60 14 14 15,1 类型 注意： 一般原则： (1) • 特征值符合 EN 1995-1-1。 强度值适用于“安装”部分中所示的所有整体/局部配置。 连接设计强度由表中的值得出，如下所示： Rd = Rk timber kmod γM 系数 kmod、yM 应根据计算适用的当前规定确定。 • 计算过程考虑的木材密度为 ρk = 350 kg/m3。 • 必须分别确定各木构件的尺寸并进行验证。 金属和建筑节点 | TITAN PLATE T | 265
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