TITAN S ANGLE BRACKET FOR SHEAR AND TENSILE FORCES HOLES FOR HBS PLATE Fastening with HBS PLATE 08 screws using a screwdriver makes installation easy and fast and allows you to work safely and comfortably. 85 kN SHEAR Exceptional shear strengths . Up to 85,9 kN on concrete (with TCW washer) . Up to 60,0 kN on timber. 75 kN TENSILE On concrete, the TCS angle bracket with TCW washer provides excellent tensile strength . Ri,k up to 75,9 kN characteristic values . CHARACTERISTICS FOCUS MATERIAL Bright zinc plated carbon steel, three dimensional perforated plate FIELDS OF USE Timber-to-concrete and timber-to-timber shear tensile joints for timber panels and timber stringers • CLT, LVL • solid timber and glulam • framed structures (platform frame) • timber based panels 204 | TITAN S | PANELS AND BUILDING JOINTS

COMFORT The angle brackets fastening using a reduced number of HBS PLATE Ø8 screws makes installation faster and increases operator comfort. ALL DIRECTIONS Certified shear (F2.3), tensile (F1) and tilting (F4.5) strengths. Certified values also with interposed acoustic profiles. PANELS AND BUILDING JOINTS | TITAN S | 205

TITAN WASHER - TCW240 | CONCRETE-TO-TIMBER JOINTS MATERIAL AND DURABILITY TITAN S: carbon steel DX51D+Z275. TITAN WASHER: S235 bright zinc plated carbon steel To be used in service classes 1 and 2 (EN 1995-1-1) . XYLOFON PLATE: 35-shore polyurethane compound ALADIN STRIPE: Compact EPDM. FIELD OF USE • Timber-to-concrete joints • Timber-to-timber joints • Timber-to-steel joints 206 | TITAN S | PANELS AND BUILDING JOINTS

I ADDITIONAL PRODUCTS - FASTENING I INSTALLATION ON CONCRETE To fix TITAN TCS angle bracket to the concrete foundation, 2 anchors must be used, according to one of the following installation configurations, according to the acting stress IDEAL INSTALLATION ALTERNATIVE INSTALLATION INSTALLATION WITH WASHER 2 anchors positioned in the INTERNAL HOLES (IN) (identified by a mark on the product) V Reduced stress on the anchor (minimum ey and kt eccentricity) V Optimized connection strength 2 anchors placed in the EXTERNAL HOLES (OUT) (e .g . interaction between the anchor and the concrete support reinforcement)...

TIMBER STRENGTH TIMBER CONCRETE 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 NOTES: (1) Installation of the anchors in the two internal holes (IN) . (2) Installation of the anchors in external holes (OUT) . 208 | TITAN S | PANELS AND BUILDING JOINTS

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 I STATIC VALUES | SHEAR JOINT F4 - F5- F4/5 |TIMBER-TO-CONCRETE TCS240 The F4, F5, F4/5 values in the table are valid for the acting stress calculation eccentricity e=0 (timber elements prevented...

TIMBER STRENGTH TIMBER CONCRETE 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 NOTES: (1) Installation of the anchors in the two internal holes (IN) . (2) Installation of the anchors in external holes (OUT) . 210 | TITAN S | PANELS AND BUILDING JOINTS

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) . The calculation eccentricities ey and ez refer to installation with WASHER TCW of 2 internal anchors (IN) . The anchor group must be verified for: VSd,x = F2/3,d MSd,z = F2/3,d x ey,IN MSd,y = F2/3,d x ez,IN EVALUTATION OF SLIP MODULUS K2/3,ser • K2/3,ser experimental average value for TITAN joint on CLT (Cross Laminated Timber) according to ETA-11/0496 * For steel-to-timber connections the reference regulation...

TIMBER STRENGTH 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 tfjx fastened plate thickness hnom nominal anchoring depth hef effective anchor depth hi minimum hole depth dg hole diameter in the concrete support hmin concrete minimum thickness NOTES: (1) In case of design requirements such as stress of different value or pres- (2) Installation of the anchors in the two internal holes (IN) . ence of an HB intermediate layer between the wall and the supporting surface, partial fastening with HB < 32 mm can be adopted for application...

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 (kt) . 2 internal anchors (IN) must be provided for installation on concrete with WASHER TCW . The anchor group must be verified for NSd,z = 2 x kt// x Fi,d I TCW240 | CONNECTION STIFFNESS FOR STRESS Fi EVALUTATION OF SLIP MODULUS K1,ser • Ki,ser experimental average for TITAN connection on CLT (Cross Laminated Timber) according to ETA-11/0496 * For steel-to-timber connections the reference regulation indicates the...

I TTS240 | CONNECTION STIFFNESS FOR STRESS | F2/3 EVALUTATION OF SLIP MODULUS K2/3,ser • K2/3,Ser experimental average value for TITAN joint on CLT (Cross Laminated Timber) according to ETA 11/0496 * For steel-to-timber connections the reference regulation indicates the possibility of doubling the value of Kser listed in the table (7 . 1 (3)) .

The F4, F5, F4/5 values in the table are valid for the acting stress calculation eccentricity e=0 (timber elements prevented from rotating) . NOTES: GENERAL PRINCIPLES: (1) The TTS240 angle bracket can be installed in combination with different For the general principles of calculation, see page 216. resilient acoustic profiles inserted below the horizontal flange . The strength values in the table are given in ETA 11/0496 and calculated according to "BlaR, H.J. und Laskewitz, B. (2000); Load-Carrying Capacity of Joints with Dowel-Type fasteners and Interlayers.", conservatively disregarding...