PLATES FOR SHEAR LOADS TIMBER-TO-TIMBER These plates are ideal for the flat connection of the timber platform beams to load-bearing timber panels. SHEAR PLATES Shear strengths calculated with both partial and total fastening for solid timber, glulam and CLT. CALCULATED AND CERTIFIED CE marking according to European standard EN 14545. Available in 2 versions. TTP300 version ideal for CLT. CHARACTERISTICS FOCUS timber-to-timber shear joint MATERIAL Bright zinc plated carbon steel, two dimensional perforated plate. FIELDS OF USE Timber-to-timber shear joints for panels and timber beams • CLT, LVL • solid timber and glulam • framed structures (platform frame) 262 | TITAN PLATE T | PANELS AND BUILDING JOI

CODES AND DIMENSIONS TITAN PLATE TTP CODE EXTERNAL LOADS TTP200: bright zinc plated carbon steel. TTP300: bright zinc plated carbon steel. To be used in service classes 1 and 2 (EN 1995-1-1). F2 FIELD OF USE • Timber-to-timber joints ADDITIONAL PRODUCTS - FASTENING type Anker nail CLT The 300 mm version is specially designed to maximise shear strength in CLT structures. Ideal for the connection of the floor platform beams to the load-bearing walls. TIMBER FRAME The 200 mm version also allows fastening the platform beams in the foundation (height higher than 8 cm) to the upper supporting panel,...

INSTALLATION TTP plates can be used on both CLT and solid timber/glulam elements and must be positioned with the assembly notches at the timber-to-timber interface. In the case of fastening on beam/platform beam, the minimum HB dimension of the elements is shown in the table with reference to the installation diagrams. total fastening total fastening partial fastening The HB height is determined taking into account the minimum distances for solid timber or glulam consistent with EN 1995-1-1 according to ETA considering a timber density ρk ≤ 420 kg/m3 264 | TITAN PLATE T | PANELS AND BUILDING...

STATIC VALUES | SHEAR JOINT | TIMBER-TO-TIMBER TTP200 • total fastening TIMBER configuration • total fastening • partial fastening GENERAL PRINCIPLES: • Characteristic values according to EN 1995-1-1. Strength values are valid for all full/partial configurations indicated in the INSTALLATION section. The connection design strength values are obtained from the values on the table as follows: The coefficients kmod, yM should be taken according to the current regulaRk for steelthe calculation. tions used • For the calculation process a timber density ρ k = 350 kg/m3 has been considered. • Dimensioning...