Rothoblaas - Plates and Connectors Page 214
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STATIC VALUES | SHEAR JOINT F2/3 | TIMBER-TO-TIMBER TTS240 F2/3 F2/3 TIMBER profile(2) holes fastening Ø11 configuration on timber(1) TTS240 HBS PLATE nv nH s [mm] [pcs] [pcs] [mm] [kN] Ø8,0 x 80 14 14 - 60,0 6 12.5 5 14,7 7 13,9 TTS240 + XYLOFON TTS240 + ALADIN STRIPE SOFT Ø8,0 x 80 HBS PLATE 14 TTS240 + ALADIN STRIPE EXTRA SOFT TTS240 | CONNECTION STIFFNESS FOR STRESS | F2/3 EVALUTATION OF SLIP MODULUS K2/3,ser • K 2/3,ser experimental average value for TITAN joint on CLT (Cross Laminated Timber) according to ETA 11/0496 type TTS240 • fastening type nv nH K 2/3,ser Ø x L [mm] [pcs] [pcs] [N/mm] HBS PLATE Ø8,0 x 80 14 14 5600 Kser according to EN 1995-1-1 for timber-to-timber joint screws* C24/GL24h Screws (nails without pre-drilling hole) ρm1,5 d0,8 (EN 1995 § 7 .1) 30 type TTS240 fastening type nv Kser Ø x L [mm] [pcs] [N/mm] HBS PLATE screws Ø8,0 x 80 14 21201 * For steel-to-timber connections the reference regulation indicates the possibility of doubling the value of Kser listed in the table (7 .1 (3)) . 214 | TITAN S | PANELS AND BUILDING JOINTS R2/3,k timber ØxL type 14
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