ANGLE BRACKETS Angle bracket with reinforcement KPL a b c coating: ● DX51D + Z275MAC name coat. nr art. dimensions [mm] holes [mm] weight [g] pack [pcs] a b c ≠ ø5 ø7 ø11 ø12 ø14 KPL 1 ● 4051909065 2 1612 2 – – 166 20 KPL 2 ● 4052 105105 90 2 36 – – – 2 276 20 KPL 3 ● 4053905055 2 20 – 2 – – 108 20 KPL 4 ● 4054707055 2 20 – 2 – – 109 20 KPL 5 ● 4055505035 2 8 – 2 – – 49 20 KPL 6 ● 4056606045 2 12 – 2 – – 76 20 KPL 11 ● 4051190 90 65 2 13 – 5 – – 160 20 KPL 21 ● 40521 105 105 90 2 28 – 4 – 1 ø11×11 269 20 KPL 51 ● 40551 140 140 65 2 24 – – 4 – ø14×14 260 20 Loading capacity scheme Nailing scheme Connector KPL 1 KPL 2 KPL 3 KPL 4 KPL 5 KPL 6 KPL 11 KPL 21 Loading type pressure pressure pressure pressure pressure pressure pressure pressure Wood moisture [%] 12,7 12,5 12,7 12,8 15,2 12,9 14,9 15,6 Density pmean, 12% [kg/m3] 401 409 424 405 421,2 422,8 452,1 472,7 pmax,mean (350 kg/m3) [kN] 28,2 38,4 23,9 21,2 8,09 9,49 18,43 21,23 Pmax,k (350 kg/m3) [kN] 22,3 28,4 20,5 18,5 6,8 6,2 13 17,1 Fasteners per connection 2* 2* 2* 2* 1** 1** 1** 1** Determination method tests tests tests tests tests tests tests tests Certificate ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 22/0631 ETA 14/0425 ETA 14/0425 ETA 14/0425 ETA 14/0425 * Forces are given for a complete joint with two connectors, so the force per connector (one angle) is half of the value listed. ** Forces are for a complete connection including one coupler. KPL1 KPL2 KPL5 KPL4 KPL3 KPL11 KPL21 KPL51 KPL6 ETA 14/0425 ETA 22/0631 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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