Rothoblaas - 木螺钉和连接器 Page 161
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计算螺钉的抗拉强度 (EN 1995:2014 和 ETA-11/0030) Rax,Rd = min Rax,α,Rk kmod γm Rtens,k γm2 Rax,α,Rx = nef 11,7 d1 Sg kax ρk 0,8 350 Rax,90°,Rk = 18,75 kN Rtens,k = 25,40 kN 此处计算的螺钉的抗拉强度显示在第 页的表格中。 螺钉定位的最小距离显示在第 页的表格中。 EN 1995:2014 意大利 - NTC 2018 γM = 1,3 γM = 1,5 Rax,90°Rd = 12,98 kN Rax,90°Rd = 11,25 kN k mod = 0,9 k mod = 0,9 γM2 = 1,25 γM2 = 1,25 Rtens,d = 20,32 kN Rki,d = 20,32 kN Rax,Rd = 12,98 kN Rax,Rd = 11,25 kN 最少螺钉数 Ft,90,d/Rax,Rd = 1,48 假设有 2 个螺钉 Ft,90,d/Rax,Rd = 1,70 nef,ax = max (20,9;0,9∙2)= 1,87 连接的垂直抗拉强度 Rax,Rd = 1,87 ∙ 12,98 = 24,27 kN > 19,18 kN OK Rax,Rd = 1,87 ∙ 11,25 = 21,04 kN > 19,18 kN OK 对于不同的计算配置，提供 MyProject 软件 (www.rothoblaas.cn)。 需要垂直拉伸应力检查和可能加固的接头示例 ia=0 ia>0 木结构 | VGZ | 161
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