Eurotec catalogue fastening technology Page 194
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Timber engineering Main/Secondary beam IdeeFix Dimensions [mm] Timber Dimensions Min. cross section of secondary beam w [mm] h [mm] Timber Dimensions Min. cross section of main beam w [mm] h [mm] Main–secondary beam Load-bearing capacity with anti-twist element with threaded bolt Drilling depth Drilling depth Perm. Values Char. Values Screw pattern for SB for MB [mm] [mm] Vze. [kN] R23,k [kN] pc. dc ag vc 30 M12 3 80 80 80 80 20 7 4,32 8,94 40 M16 5 120 120 120 120 25 10 6,98 14,66 50 M20 5 160 160 160 160 30 15 10,88 21,09 30 M12 3 60 80 60 80 20 7 3,50 7,97 40 M16 5 80 120 80 120 25 10 5,63 12,80 50 M20 5 120 160 120 160 30 15 8,65 19,68 30 M12 3 40 80 40 80 20 7 3,50 7,97 40 M16 5 60 120 60 120 25 10 5,63 12,80 50 M20 5 80 160 80 160 30 15 8,65 19,68 30 M12 3 60 60 60 60 20 7 3,50 7,97 40 M16 5 80 80 80 80 25 10 5,63 12,80 50 M20 5 120 120 120 120 30 15 8,65 19,68 dc is the diameter and the total height of the connector ag is the metric connection thread of the connector vc is the height of the integrated anti-twist system System – Fully threaded screw, GoFix® FK IF 30 5,0 x 40 mm - IF 40 6,0 x 60 mm - IF 50 8,0 x 90 mm The connection is drawn together using a threaded rod or construction screw with a DIN 440 R washer MB–SB connection as a mortise joint with simultaneous absorption of tensile forces Rk characteristic value calculated according to DIN 1052:2004-08 Timber pk 380 kg/m3 Nze. recommended permissible load R,k x 0,8 kmod : 1,3 ym : 1,4. Factor 1,4 average load safety factor Please note: The stated values are planning aids. Projects must only be calculated by authorised persons. 194
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