Rothoblaas - 木结构连接器 Page 201
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静态值 | 抗剪节点 F4 - F5 - F4/5 |木-木 TTN240 木 钢 R4,k timber 孔紧固件 Ø5 F4 TTN240 类型 • full pattern R4,k steel ØxL nv [mm] [个] [kN] [kN] γsteel 36 + 36 23,8 31,1 γM0 LBA 钉 Ø4,0 x 60 LBS 螺钉 Ø5,0 x 50 木 钢 R5,k timber 孔紧固件 Ø5 F5 TTN240 类型 • full pattern R5,k steel ØxL nv [mm] [个] [kN] [kN] γsteel 36 + 36 7,3 3,4 γM0 LBA 钉 Ø4,0 x 60 LBS 螺钉 Ø5,0 x 50 木 TTN240 类型 R4/5,k timber • full pattern nv [mm] [个] [kN] [kN] γsteel 72 + 72 26,7 31,6 γM0 Ø4,0 x 60 LBS 螺钉 Ø5,0 x 50 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)。 对于具有 2 个直角支架的节点，如果应用 F4/5,d 且偏心距 e≠0，则需要考虑其他抗拉构件的分布，对组合荷 载进行验证： ΔF1,d = F4/5,d e b R4/5,k steel ØxL LBA 钉 F5 钢 孔紧固件 Ø5 F4/5 2 个直角支架 F4 F4/5 F4/5 F1 b e F1 F4/5 一般原则： 有关一般计算原则，请参见第 202 页。 金属和建筑节点 | TITAN N | 201
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