ANGLE BRACKETS Loading capacity scheme Nailing scheme Connector KL 0 KL 1 KL 2 KL 3 KL 4 KL 5 KL 6 Loading type pressure pressure pressure pressure pressure pressure pressure Wood moisture [%] 12,7 12,7 12,8 12,7 13 12,9 11,9 Density pmean, 12% [kg/m3] 438 410 401 406 401 405 435 pmax,mean (350 kg/m3) [kN] 8,6 14 24,4 17,7 24,8 31,2 16,2 Pmax,k (350 kg/m3) [kN] 7,4 11 20,2 15,2 21,9 27,6 13,6 Fasteners per connection 2* 2* 2* 2* 2* 2* 2* Determination method tests tests tests tests tests tests tests Certificate ETA 18/1165 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 15/0725 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. esv-01.23 I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
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