Rothoblaas - Plates and Connectors Page 253
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INSTALLATION a4,c screws TIMBER minimum distances CLT HBS PLATE Ø8 a4,c a3,t [mm] ≥ 20 [mm] ≥ 48 a3,t WHT PLATE T plates are designed for different floor thickness values including resilient acoustic profile . The positioning notches, as an assembly aid, indicate the maximum permitted distance (D) between the CLT wall panels in compliance with the minimum distances for HBS PLATE Ø8 mm screws . This distance includes the space required for the acoustic profile housing (sacoustic) . CODE D Hmax floor sacoustic [mm] [mm] [mm] 212 200 6+6 WHTPT720 212 200 6+6 WHTPT820 252 240 6+6 WHTPT600 s H D s STATIC VALUES | TIMBER-TO-TIMBER TENSILE JOINT WHT PLATE T R 1,K TIMBER holes fastening Ø11 CODE WHTPT600 WHTPT720 WHTPT820 R 1,K STEEL R1,k steel R1,k timber HBS PLATE ØxL [mm] [pcs] [kN] Ø8,0 x 80 15 + 15 56,8 Ø8,0 x 100 15 + 15 62,1 Ø8,0 x 80 28 + 28 104,7 Ø8,0 x 100 28 + 28 115,8 Ø8,0 x 80 40 + 40 158,5 Ø8,0 x 100 40 + 40 176,1 F1 nv [kN] γsteel 80,3 γ M2 135,9 γM2 206,6 γM2 GENERAL PRINCIPLES: • Characteristic values are consistent with EN 1995 1-1 and ETA-11/0030 . The design values are obtained from the characteristic values as follows: Rd = min Rk timber kmod γM Rk steel γsteel • For the calculation process a timber density ρ k = 350 kg/m3 has been considered . • Dimensioning and verification of the timber elements must be carried out separately . The coefficients kmod, yM and ysteel should be taken according to the current regulations used for the calculation . PANELS AND BUILDING JOINTS | WHT PLATE T | 253
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