Rothoblaas - Plates and Connectors Page 215
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STATIC VALUES | SHEAR JOINT F4 - F5 - F4/5 |TIMBER-TO-TIMBER TTS240 TIMBER STEEL R4,k timber holes fastening Ø11 F4 type TTS240 HBS PLATE R4,k steel ØxL n [mm] [pcs] [kN] [kN] γsteel Ø8,0 x 80 14 + 14 20,7 20,9 γM0 F4 TIMBER STEEL R5,k timber holes fastening Ø11 F5 type TTS240 HBS PLATE R5,k steel ØxL n [mm] [pcs] [kN] [kN] γsteel Ø8,0 x 80 14 + 14 16,8 4,2 γM0 F5 TIMBER F4/5 TWO ANGLE BRACKETS TTS240 STEEL R4/5,k timber holes fastening Ø11 type HBS PLATE R4/5,k steel ØxL nv [mm] [pcs] [kN] [kN] γsteel Ø8,0 x 80 28 + 28 25,2 23,4 γM0 F4/5 The F4, F5, F4/5 values in the table are valid for the acting stress calculation eccentricity e=0 (timber elements prevented from rotating) . NOTES: GENERAL PRINCIPLES: (1) The TTS240 angle bracket can be installed in combination with different resilient acoustic profiles inserted below the horizontal flange . The strength values in the table are given in ETA 11/0496 and calculated according to “Blaß, H.J. und Laskewitz, B. (2000); Load-Carrying Capacity of Joints with Dowel-Type fasteners and Interlayers.", conservatively disregarding the stiffness of the profile . For the general principles of calculation, see page 216. (2) Profile thickness: in the case of ALADIN profile, the calculation took into account the reduced thickness of the profile itself, due to the corrugated section and the consequent crushing induced by the nail head during insertion . PANELS AND BUILDING JOINTS | TITAN S | 215
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