TITAN PLATE C
8Pages

PLATES FOR SHEAR LOADS VERSATILE Suitable for a continuous fastening of both CLT (Cross Laminated Timber) panels and framed panels to the sub-structure. INNOVATIVE Designed to be partially or completely fastened with nails or screws. Possibility of installation even in the presence of bedding mortar. CALCULATED AND CERTIFIED CE marking according to EN 14545. Available in 2 versions. TCP300 with increased thickness optimised for CLT. CHARACTERISTICS FOCUS shear joints on concrete LBA, LBS, VIN-FIX PRO, EPO-FIX PLUS, AB1, SKR MATERIAL Bright zinc plated carbon steel, two dimensional perforated plate. FIELDS OF USE Timber-to-concrete shear joints for panels and timber beams • CLT, LVL • solid timber and glulam • framed structures (platform frame) • timber based panels 254 | TITAN PLATE C | PANELS AND BUILDING J

ADDED STOREYS Ideal for making flat joints between concrete or masonry elements and CLT panels. Construction of continuous shear connections. CONCRETE KERB Versatile fastening configurations. Solutions designed, calculated, tested and certified with partial and total fastening, with horizontal or vertical fibre direction. PANELS AND BUILDING JOINTS | TITAN PLATE C | 255

CODES AND DIMENSIONS TITAN PLATE TCP CODE EXTERNAL LOADS TCP200: carbon steel DX51D+Z275. TCP300: S355 bright zinc plated carbon steel. To be used in service classes 1 and 2 (EN 1995-1-1). FIELD OF USE • Timber to concrete joints ADDITIONAL PRODUCTS - FASTENING type Anker nail screw anchor chemical anchor EPO-FIX PLUS chemical anchor 256 | TITAN PLATE C | PANELS AND BUILDING JOINTS

INSTALLATION TIMBER minimum distances • C/GL: minimum distances for solid timber or glulam consistent with EN 1995-1-1 according to ETA considering a timber density ρ k ≤ 420 kg/m3 • CLT minimum distances for Cross Laminated Timber according to ÖNORM EN 1995-1-1 (Annex K) for nails and ETA 11/0030 for screws PARTIAL FASTENING In the presence of design requirements such as varying stress values or the presence of a levelling layer between the wall and the support surface, it is possible to use pre-calculated partial nailing or to position the plates as required (e.g. lowered plates) taking...

STATIC VALUES | TIMBER-TO-CONCRETE SHEAR JOINT TCP200 F2/3 TIMBER STRENGTH TIMBER configuration on timber • total fastening • partial fastening CONCRETE STRENGTH Concrete strength values of some of the possible anchoring solutions, according to the configurations adopted for fastening on timber (ey). It is assumed that the plate is positioned with the assembly notches at the timber-to-concrete interface (distance between anchor and concrete edge cx = 90 mm). Strength values for use on solid timber or glulam platform beam, calculated considering the effective number according to Table 8.1...

STATIC VALUES | TIMBER-TO-CONCRETE SHEAR JOINT TCP300 F2/3 TIMBER STRENGTH TIMBER configuration on timber • total fastening • partial fastening 14 fasteners • partial fastening 7 fasteners CONCRETE STRENGTH Concrete strength values of some of the possible anchoring solutions, according to the configurations adopted for fastening on timber (ey). It is assumed that the plate is positioned with the assembly notches at the timber-to-concrete interface (distance between anchor and concrete edge cx = 130 mm). holes fastening Ø17 type GENERAL PRINCIPLES: General calculation principles see page 260.

ANCHORS INSTALLATION PARAMETERS | TCP200 - TCP300 installation anchor type VIN-FIX PRO EPO-FIX PLUS 5.8 VIN-FIX PRO EPO-FIX PLUS 5.8 Precut INA threaded rod, with nut and washer: see page 520 MGS threaded rod class 8.8 to be cut to size: see page 534 fastened plate thickness nominal anchoring depth effective anchor depth minimum hole depth hole diameter in the concrete support concrete minimum thickness ANCHORS FOR CONCRETE VERIFICATION | TCP200 - TCP300 Fastening to concrete using anchors must be verified on the basis of the stressing forces of the anchors, which depend on the timber...

EXPERIMENTAL INVESTIGATIONS | TCP300 In order to calibrate the numerical models used for the design and verification of the TCP300 plate, an experimental campaign was carried out in collaboration with the Institute for BioEconomy (IBE) - San Michele all'Adige. The connection system, nailed or screwed to CLT panels, has been shear stressed through monotonic tests in displacement control registering the load, displacement in the two main directions and collapse mode. The results obtained were used to validate the analytical calculation model for the TCP300 plate, based on the hypothesis that...