TITAN F
9Pages

ANGLE BRACKET FOR SHEAR FORCES LOW HOLES Ideal for TIMBER FRAME, designed for fastening on platform beams or on the stringers of the frame structures. It also has certified values for use with partial nailing. FRAME Thanks to the lowered position of the holes on the vertical flange, it offers excellent shear strength values even on low height platform beams. R2,k up to 42.5 kN on both timber and concrete. CONCRETE HOLES The TITAN angle bracket are designed to offer two fastening possibilities, in order to avoid interference with the rods in the concrete support. CHARACTERISTICS FOCUS shear joints LBA, LBS, VIN-FIX PRO, EPO-FIX PLUS, SKR, AB1 MATERIAL Bright zinc plated carbon steel, three dimensional perforated plate. FIELDS OF USE Timber-to-concrete and timber-to-timber shear joints for panels and timber stringers. • CLT, LVL • solid timber and glulam • framed structures (platform frame) • timber based panels 218 | TITAN F | PANELS AND BUILDING J

TIMBER-TO-TIMBER Ideal for shear joints between floor and wall and between wall and wall. The high shear strength allows to optimize the number of fastenings. TITAN SILENT Ideal in combination with XYLOFON PLATE to limit acoustic bridges and reduce walking vibrations of timber floors. PANELS AND BUILDING JOINTS | TITAN F | 219

CODES AND DIMENSIONS TITAN F - TCF | CONCRETE-TO-TIMBER JOINTS CODE TITAN F - TTF | TIMBER-TO-TIMBER JOINTS CODE ACOUSTIC PROFILE | TIMBER-TO-TIMBER JOINTS CODE xylofon plate extra soft EXTERNAL LOADS TITAN F: carbon steel DX51D+Z275. To be used in service classes 1 and 2 (EN 1995-1-1). XYLOFON PLATE: 35-shore polyurethane compound. ALADIN STRIPE: Compact EPDM. F2 • Timber-to-concrete joints • Timber-to-timber joints • Timber-to-steel joints ADDITIONAL PRODUCTS - FASTENING type Anker nail mechanical anchor screw anchor chemical anchor EPO-FIX PLUS chemical anchor 220 | TITAN F | PANELS AND...

INSTALLATION ON CONCRETE To fix the TITAN TCF200 angle bracket to the concrete, 2 anchors must be used, according to one of the following installation modes: IDEAL INSTALLATION ALTERNATIVE INSTALLATION 2 anchors positioned in the INTERNAL HOLES (IN) (identified by a mark on the product) 2 anchors placed in the EXTERNAL HOLES (OUT) (e.g. interaction between the anchor and the concrete support reinforcement) Reduced stress on the anchor (minimum ey and kt eccentricity) Maximum stress on the anchor (maximum ey and kt eccentricity) Optimized connection strength Reduced connection strength...

STATIC VALUES | SHEAR JOINT F2/3 | TIMBER-TO-CONCRETE TCF200 TIMBER STRENGTH TIMBER configuration on timber holes fastening Ø5 type CONCRETE STRENGTH Strength values of some of the possible fastening solutions for anchors installed in the inner (IN) or outer (OUT) holes. holes fastening Ø13 type anchor type VIN-FIX PRO EPO-FIX PLUS 5.8/8.8 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 Installation of the anchors in the two internal holes (IN). Installation of the anchors in the two external holes (OUT). 222 | TITAN F |...

TCF200 | VERIFICATION OF CONCRETE ANCHORS FOR STRESS F2/3 Fastening elements to the concrete through anchors shall be verified according to the load acting on the anchor, which can be evaluated through the geometric parameters on the table (e). Ey calculation eccentricities vary depending on the type of installation selected: 2 internal anchors (IN) or 2 external anchors (OUT). The anchor group must be verified for: VSd,x = F2/3,d MSd,z = F2/3,d x ey,IN/OUT STATIC VALUES | SHEAR JOINT F4 - F5 - F4/5 |TIMBER-TO-CONCRETE TCF200 TIMBER • full pattern The group of 2 anchors must be verified...

STATIC VALUES | SHEAR JOINT F2/3 | TIMBER-TO-TIMBER TTF200 SHEAR STRENGTH R2/3 TIMBER holes fastening Ø5 SHEAR STRENGTH R2/3 WITH ACOUSTIC PROFILE TTF200 + XYLOFON TTF200 + ALADIN STRIPE SOFT TTF200 + ALADIN STRIPE EXTRA SOFT The TTF200 angle bracket can be installed in combination with different resilient acoustic profiles inserted below the horizontal flange in full pattern configuration. The strength values in the table are given in ETA 11/0496 and calculated according to “Blaß, H.J. und Laskewitz, B. (2000); Load-Carrying Capacity of Joints with Dowel-Type fasteners and Interlayers.",...

STATIC VALUES | SHEAR JOINT F4 - F5 - F4/5 | TIMBER-TO-TIMBER TTF200 TIMBER • full pattern • full pattern F4/5 TWO ANGLE BRACKETS • full pattern holes fastening Ø5 type The F4, F5, F4/5 values in the table are valid for the acting stress calculation eccentricity e=0 (timber elements prevented from rotating). GENERAL PRINCIPLES: For the general principles of calculation, see page 226.

TCF200 - TTF200 | CONNECTION STIFFNESS FOR STRESS F2/3 EVALUTATION OF SLIP MODULUS K2/3,ser • K 2/3,ser experimental average value for TITAN joint on C24 CLT (Cross Laminated Timber) panels type fastening type • Kser according to EN 1995-1-1 for timber-to-timber joint nails* GL24h/C24 1,5 d0,8 (EN 1995 § 7.1) Nails (without pre-drilling hole) ρm fastening type * For steel-to-timber connections the reference regulation indicates the possibility of doubling the value of Kser listed in the table (7.1 (3)). GENERAL PRINCIPLES: • Characteristic values are consistent with EN 1995-1-1 and in...