Rothoblaas - 木结构连接器 Page 215
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静态值 | 抗剪节点 F4 - F5 - F4/5 |木-木 TTS240 木 钢 R4,k timber 孔紧固件 Ø11 F4 类型 TTS240 HBS PLATE R4,k steel ØxL n [mm] [个] [kN] [kN] γsteel Ø8,0 x 80 14 + 14 20,7 20,9 γM0 木 钢 R5,k timber 孔紧固件 Ø11 F5 类型 TTS240 HBS PLATE R5,k steel ØxL n [mm] [个] [kN] [kN] γsteel Ø8,0 x 80 14 + 14 16,8 4,2 γM0 木 F4/5 2 个直角支架 TTS240 HBS PLATE F5 钢 R4/5,k timber 孔紧固件 Ø11 类型 F4 R4/5,k steel ØxL nv [mm] [个] [kN] [kN] γsteel Ø8,0 x 80 28 + 28 25,2 23,4 γM0 F4/5 表中的 F4、F5、F4/5 值可用于偏心距e=0的作用应力计算 e=0（防止旋转的木构件)。 注意： 一般原则： (1) TTS240直角支架可与不同的弹性隔音垫组合安装，隔音垫插入在水平翼缘 下方。 表中的强度值是 ETA 11/0496 中给出的值，并根据“Blaß, H .J . und Laskewitz, B . (2000); Load-Carrying Capacity of Joints with Dowel-Type fasteners and Interlayers”（Blaß, H .J . und Laskewitz, B . (2000)；带暗销型紧固 件和夹层的节点的承载能力）计算得出，计算时保守地忽略了隔音垫的刚度。 有关一般计算原则，请参见第 216 页。 (2) 隔音垫厚度：对于 ALADIN 型材，计算考虑了由于波纹截面以及插入过程中因 钉头部嵌入造成压溃而导致隔音垫本身厚度减小这一因素。 金属和建筑节点 | TITAN S | 215
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