Rothoblaas - Plates and Connectors Page 297
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GEOMETRY AND MATERIALS CHARACTERISTICS OF CLT PANELS Parameter 160 mm ≤ tCLT < 200 mm tCLT ≥ 200 mm EIx /EIy 0,68 - 1,46 0,84 - 1,19 GA z,x /GA z,y 0,71 - 1,40 0,76 - 1,31 2 Min (EIx, EIy) 1525 kNm /m 3344 kNm2/m Max (EIx, EIy) 2229 kNm2/m 3989 kNm2/m Min (GA z,x, GA z,y) 11945 kNm/m 17708 kNm/m Max (GA z,x, GA z,y) 16769 kNm/m 23261 kNm/m Lamellas thickness ≤ 40 mm ≤ 40 mm ≥ 3,5 ≥ 3,5 C24/T14 C24/T14 ± 2 mm ± 2 mm B/t lamellas width - thickness ratio Minimum strength class according to EN 338 Dimensional tolerance on CLT panel thickness EIx, EIy Flexural stiffness for x and y directions for the 1 m wide CLT panel GA z,x, GA z,y Shear stiffness for x and y directions for the 1 m wide CLT panel x Direction parallel to the upper lamellas grain y Direction perpendicular to the upper lamellas grain CLT PANEL SCREWS tCLT inclined screws nincl optional reinforcement screws nreinf [mm] [pcs - ØxL] [pcs - ØxL] 160 48 VGS Ø9x200 VGS Ø9x100 180 48 VGS Ø9x240 VGS Ø9x100 200 48 VGS Ø9x280 VGS Ø9x100 220 48 VGS Ø9x280 VGS Ø9x120 240 48 VGS Ø9x320 VGS Ø9x120 280 48 VGS Ø9x360 VGS Ø9x140 320 (160 + 160) 48 VGS Ø9x400 VGS Ø9x160 nincl nreinf t CLT Rules for panel thickness values not included in the table: - for inclined screws use the length provided for the panel with lower thickness; - for the reinforcement screws use the length provided for the panel with greater thickness . Example: for CLT panels with thickness of 250 mm we will use VGS Ø9x320 inclined screws and VGS Ø9x140 reinforcement screws . REINFORCEMENT SCREWS (OPTIONAL) rectangular bottom plate Dreinf Dreinf G S G S circular bottom plate G S S S S V G V V G V G S V V G S V G S V S V G V G G S V V G S V G V nreinf G S nreinf DCLT V V DCLT G S G S V G V G S S V V G S G S V G V G V G S S S V G G S V G V V G S V V G S S G S G S Dbp S V V S S V G Dbp PANELS AND BUILDING JOINTS | SPIDER | 297 G S
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