esv-01.23 SCREW IN POST SUPPORTS PMF 80/100 PMF 100/200 PMF 80/150 PMF 100/150 PMF 80/200 PMF 100/100 Post support PMF Application Support used for connecting square wooden posts with concrete. The compact design allows a stable connection of heavy posts. Material S235 + hot-dip zinc; S235 + powder-coated, 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 20/1044 coating: ● hot-dip zinc ● powder-coated, black name coat. art no. dimensions [mm] holes [mm] weight [g] pack. [pcs] a b c ≠ ø12 ø6/9 PMF 80/100 ● 4947080 80 80 100 4,0 8 8 630 2 ● 49470802 80 80 100 4,0 8 8 630 2 PMF 80/150 ● 4948080 80 80 150 4,0 8 8 685 2 PMF 80/200 ● 4949080 80 80 200 4,0 8 8 795 2 PMF 100/100 ● 4947100 100 100 100 4,0 8 8 960 2 PMF 100/150 ● 4948100 100 100 150 4,0 8 8 995 2 PMF 100/200 ● 4949100 100 100 200 4,0 8 8 1 135 2 ● ● ● ● ● ● ● Loading capacity scheme Mounting scheme Post support PMF 80/100 PMF 80/150 PMF 80/200 PMF 100/100 PMF 100/150 PMF 100/200 Load capacity NRd,V [kN]* load-bearing capacity of wood N Rk,V,w 117,1 117,1 117,1 190,2 190,2 190,2 load-bearing capacity of steel N Rd,V,s 66 66 66 84,6 84,6 84,6 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 20/1044 ETA 20/1044 ETA 20/1044 ETA 20/1044 ETA 20/1044 ETA 20/1044 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. b c a ed,V I]hhb]ҹ MeXbh] @] Iӌ=bh ҹ Xee ?aŲh]mҹ P=FKQ SRI>=P qqqҶe]hhb]ӝZpҶ^l
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