UV-T
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CONCEALED HOOK TIMBER-TO-TIMBER CONNECTOR COMPLETE RANGE Available in five versions, to adapt to the secondary beam and the applied load. Strength over 60 kN. DISASSEMBLED The hanging system is quick to install and can be easily removed; ideal for the construction of temporary structures. WIND AND EARTHQUAKE Certified strengths in all load directions, for safe fastening even under lateral, axial and lifting forces. CHARACTERISTICS FOCUS joints that can be disassembled TIMBER SECTIONS from 45 x 100 mm to 240 x 520 mm STRENGTH VIDEO Scan the QR Code and watch the video on our YouTube channel MATERIAL Aluminium alloy three dimensional perforated plate. FIELDS OF USE Timber to timber shear joints and applications requiring strength in all directions • solid timber and glulam • CLT, LVL 94 | UV-T | CONCEALED BEAM JOINT

ALL DIRECTIONS The inclined screws fixed in the secondary beam guarantee strength in all directions: vertical, horizontal and axial. The joint is safe even in the presence of wind and earthquake forces. FAST ASSEMBLY The installation is intuitive, simple and fast. The locking screw prevents pull-out, guaranteeing also strength in the direction opposite to insertion. CONCEALED BEAM JOINTS | UV-T | 95

CODES AND DIMENSIONS UV-T CODE MAXIMUM NUMBER OF FASTENERS FOR EACH CONNECTOR (full nailing) CODE EXTERNAL LOADS UV: aluminium alloy To be used in service classes 1 and 2 (EN 1995-1-1). FIELDS OF USE • Timber-to-timber joints • Secondary beam on main beam or on column

UVT3070 TIMBER ELEMENTS MINIMUM DIMENSIONS H MAIN BEAM SECONDARY BEAM MAIN BEAM FASTENERS MAIN BEAM type nailing total SECONDARY BEAM STATIC CHARACTERISTIC VALUES | TIMBER-TO-TIMBER JOINT PARTIAL NAILING

UVT4085 TIMBER ELEMENTS MINIMUM DIMENSIONS MAIN BEAM MAIN BEAM SECONDARY BEAM FASTENERS MAIN BEAM type nailing total STATIC CHARACTERISTIC vVALUES | TIMBER-TO-TIMBER JOINT PARTIAL NAILING

UVT60115 TIMBER ELEMENTS MINIMUM DIMENSIONS MAIN BEAM MAIN BEAM SECONDARY BEAM FASTENERS MAIN BEAM type STATIC CHARACTERISTIC VALUES | TIMBER-TO-TIMBER JOINT PARTIAL NAILING

UVT60160 TIMBER ELEMENTS MINIMUM DIMENSIONS H SECONDARY BEAM MAIN BEAM grooving FASTENERS MAIN BEAM type STATIC CHARACTERISTIC VALUES | TIMBER-TO-TIMBER JOINT FULL NAILING + PARTIAL NAILING

UVT60215 TIMBER ELEMENTS MINIMUM DIMENSIONS H MAIN BEAM SECONDARY BEAM MAIN BEAM grooving FASTENERS MAIN BEAM type STATIC CHARACTERISTIC VALUES | TIMBER-TO-TIMBER JOINT PARTIAL NAILING

GENERAL PRINCIPLES: • Characteristic values are consistent with EN 1995-1-1 and in accordance with the product ETA. The minimum dimensions of the wooden elements vary when the stress direction varies and must be checked from time to time. The table shows the minimum dimensions in order to guide the designer in the choice of the connector. Dimensioning and verification of the timber elements must be carried out separately. Partial nailing must be carried out according to the installation diagrams shown in the figure and in accordance with ETA. In case of Fv or Fup stress, an additional...