esv-01.23 SCREW IN POST SUPPORTS Adjustable threaded post support PR Application The support is used for fixing timber elements in the foundation, designed for vertical loads only. The adjustment allows determining the height of the assembled structure. Material S235 + electroplated zinc, silver or yellow; S235 + cataphoresis, black. Mounting Wood: wood screws ø6; wood screws – CTO ø10; wood screws – PWD ø10; concrete: ring anchors PBK M10, concrete screw PBW ø10,5, ø12. ETA 18/1165 name coat. art no. dimensions [mm] holes [mm] weight [g] pack. [pcs] a b c d ≠ ø12 ø6/9 PR 100/100 ● 4880100 100 100 100–150 M20 3,0 8 4 925 4 ● 48801006 100 100 100–150 M20 3,0 8 4 925 4 ● 48801001 100 100 100–150 M20 3,0 8 4 925 4 PR 100/130 ● 4880113 100 130 100–150 M20 3,0 8 4 1 085 4 ● 48801136 100 130 100–150 M20 3,0 8 4 1 085 4 ● 48801131 100 130 100–150 M20 3,0 8 4 1 085 4 PR 130/130 ● 4880130 130 130 100–150 M20 3,0 8 4 1 225 4 ● 48801306 130 130 100–150 M20 3,0 8 4 1 225 4 ● 48801301 130 130 100–150 M20 3,0 8 4 1 225 4 coating: ● silver electroplated zinc ● yellow electroplated zinc ● cataphoresis Loading capacity scheme Mounting scheme Post support PR 100 100–150 PR 100 130–150 PR 130 130–150 Load capacity NRd,V [kN]* load-bearing capacity of wood N Rk,V,w 40,8 40,8 40,8 load-bearing capacity of steel N Rd,V,s 40,8 40,8 40,8 Load capacity NRd,H1 [kN]** load-bearing capacity of wood N Rk,H1,w – – – load-bearing capacity of steel N Rd,H1,s – – – Load capacity NRd,H2 [kN]*** load-bearing capacity of wood N Rk,H2,w – – – load-bearing capacity of steel N Rd,H2,s – – – Certificate ETA 18/1165 ETA 18/1165 ETA 18/1165 The forces are specified for a complete connection involving one connector. * Load capacity NRd,V [kN] – vertical force load, directed downwards. ** Load capacity NRd,H1 [kN] – horizontal force load parallel to the axis of the bolt. *** Load capacity NRd,H2 [kN] – horizontal force load perpendicular to the axis of the bolt. ed,V a b c d I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
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