PLATES FOR TENSILE LOADS TWO VERSIONS WHT PLATE 440, ideal for framed structures (platform frame); WHT PLATE 540, ideal for CLT panel structures (Cross Laminated Timber). PLANAR JOINTS Ideal for realizing distributed connections under tensile stress between the CLT (Cross Laminated Timber) panels and framed structures (platform frame) to and the concrete understructure. QUALITY The high tensile strength allows to optimize the number of plates installed, ensuring remarkable time saving. Values calculated and certified according to CE marking. CHARACTERISTICS FOCUS tensile joints on concrete LBA, LBS, SKR, VIN-FIX PRO, EPO-FIX PLUS MATERIAL Bright zinc plated carbon steel, two dimensional perforated plate. FIELDS OF USE Timber-to-concrete shear joints for panels and timber struts • CLT, LVL • solid timber and glulam • framed structures (platform frame) • timber based panels 242 | WHT PLATE C | PANELS AND BUILDING J

TIMBER-TO-CONCRETE Beside its natural function, it is ideal for solving situations where the transfer of tensile loads from timber to concrete is required. MULTIPURPOSE Pre-calculated partial nailing can be used if there is a varying amount of stress or a levelling layer. PANELS AND BUILDING JOINTS | WHT PLATE C | 243

CODES AND DIMENSIONS WHT PLATE C CODE EXTERNAL LOADS WHT PLATE C: carbon steel DX51D+Z275. To be used in service classes 1 and 2 (EN 1995-1-1). F1 FIELD OF USE • Timber-to-concrete joints • OSB-to-concrete joints • Timber-to-steel joints ADDITIONAL PRODUCTS - FASTENING type Anker nail mechanical anchor chemical anchor EPO-FIX PLUS chemical anchor 244 | WHT PLATE C | PANELS AND BUILDING

TIMBER minimum distances C/GL CLT • C/GL: minimum distances for solid timber or glulam consistent with EN 1995-1-1 according to ETA considering a timber density ρk ≤ 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 The WHT PLATE 440 can be used for different construction systems (CLT/frame) and ground connection systems (with/without platform beam, with/without levelling layer). Depending on the presence and dimension of HB of the intermediate layer, in accordance with the minimum distances of the timber...

STATIC VALUES | TENSILE JOINT | TIMBER-TO-CONCRETE WHTPLATE440 F1 MINIMUM CONCRETE THICKNESS hmin ≥ 200 mm R 1,K TIMBER configuration • c2 min = 130 mm • total fastening • 1 anchor M16 • c2 max = 200 mm • total fastening • 1 anchor M16 holes fastening Ø5 type EPO-FIX PLUS MINIMUM CONCRETE THICKNESS hmin ≥ 150 mm R 1,K TIMBER configuration • c2 max = 200 mm • total fastening • 1 anchor M16 holes fastening Ø5 type • c2 min = 130 mm • total fastening • 1 anchor M16 EPO-FIX PLUS EPO-FIX PLUS For the configuration in the table it is recommended not to install the screws of the lower row at a distance...

STATIC VALUES | TENSILE JOINT | TIMBER-TO-CONCRETE WHTPLATE540 TOTAL 50 FASTENERS MINIMUM CONCRETE THICKNESS hmin ≥ 200 mm R 1,K TIMBER configuration EPO-FIX PLUS MINIMUM CONCRETE THICKNESS hmin ≥ 150 mm R 1,K TIMBER configuration EPO-FIX PLUS EPO-FIX PLUS R1,d seismic EPO-FIX PLUS In the case of configurations with partial nailing, the strength values in the table are valid for the installation of fasteners in timber in accordance with a1 > 10d (n ef= n) The concrete strength values are valid if the assembly notches of the WHTPLATE540 plate are positioned at the timber-to-concrete interface...

CHEMICAL ANCHORS INSTALLATION PARAMETERS(1) anchor type 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 DIMENSIONING OF ALTERNATIVE ANCHORS Fastening elements to the concrete through anchors not listed in the table, shall be verified according to the load acting on the anchor and evaluable through the coefficients kt⊥. The lateral shear load...

GENERAL PRINCIPLES: • Characteristic values according to EN 1995-1-1. The design values of the anchors for concrete are calculated in accordance with the respective European Technical Assessments. • The calculation process used a timber characteristic density of ρ k = 350 kg/m3 and C25/30 concrete with a thin reinforcing layer and minimum thickness indicated in the relative tables. The connection design strength value is obtained from the values on the table as follows: • Concrete design strength values are supplied for uncracked (R 1,d uncracked), cracked (R 1,d cracked) concrete and in case...