Eurotec catalogue fastening technology Page 195
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Timber engineering Main/Secondary beam, double-sided connection, with fixing screw 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 10 2,34 5,32 40 M16 5 120 120 120 120 25 15 3,60 8,19 50 M20 5 160 160 160 160 30 20 5,03 11,44 30 M12 3 60 80 60 80 20 10 2,34 5,32 40 M16 5 80 120 80 120 25 15 3,60 8,19 50 M20 5 120 160 120 160 30 20 5,03 11,44 30 M12 3 40 80 40 80 20 10 2,34 5,32 40 M16 5 60 120 60 120 25 15 3,60 8,19 50 M20 5 80 160 80 160 30 20 5,03 11,44 30 M12 3 60 60 60 60 20 10 2,34 5,32 40 M16 5 80 80 80 80 25 15 3,60 8,19 50 M20 5 120 120 120 120 30 20 5,03 11,44 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 Position retention using GoFix® SK IF 30 5,0 x 100 mm, IF 40 6,0 x 140 mm, IF 50 8,0 x 160 mm MB–SB connection as mortise joint for double-sided connection of secondary beam 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. Favtor 1,4 average load safety factor Please note: The stated values are planning aids. Projects must only be calculated by authorised persons. 195
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