FEATURES APPLICATIONS. Technical data sheet VAS - VAS THREADED ROD. VAS Threaded Rod for use with the VAC Capsule System. UK-DoP-e13/0937, ETA-13/0937

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1 - THREADED ROD Rod for use with the VAC Capsule System FEATURES UK-DoP-e130937, ETA Material Material: Carbon steel, zinc plated and blue passivated. Range: M8 - M30 APPLICATIONS Support Non-cracked concrete C2025 to C5060 Applications Brackets Base plates Railings Steel construction Storage racks Machines - Rod 111

2 - THREADED ROD TECHNICAL DATA Dimensions Art. No. M20x300 Tun DB nr. NOB nr. Description Thread Size x of Drilled hole Max. Fixture Thickness Fixture Hole Eff. Total Length d 0 x h 1 t fix d f h ef L VAC Capsule M8 10X VAC08 M8 10X VAC08 M10 12X VAC10 M10 12X VAC10 M10 12X VAC10 M12 14X VAC12 M12 14X VAC12 M12 14X VAC12 M12 14X VAC12 M12 14X VAC12 M16 18X VAC16 M16 18X VAC16 M16 18X VAC16 M16 18X VAC16 M16 18X VAC16 M20 24X VAC20 M24 28X VAC24 - Rod 211

3 - THREADED ROD Art. No. M20x380 Tun DB nr. NOB nr. Description M24x380 Thread Size x of Drilled hole Max. Fixture Thickness Fixture Hole Eff. Total Length d 0 x h 1 t fix d f h ef L VAC Capsule M30 35X VAC M8 10 x M10 12 x M10 12 x M12 14 x M12 14 x M12 14 x M12 14 x M16 18 x M16 18 x M16 18 x M16 18 x M20 24 x M24 28 x M30 35 x M8 10X M8 10X M10 12X M10 12X M10 12X M12 14X M12 14X M12 14X M12 14X M12 14X M16 18X M16 18X M16 18X M16 18X Rod 311

4 - THREADED ROD M30x380 Art. No. Tun DB nr. NOB nr. Description Thread Size x of Drilled hole Max. Fixture Thickness Fixture Hole Eff. Total Length d 0 x h 1 t fix d f h ef L M16 18X M20 24X M24 28X M30 35X VAC Capsule Characteristic Resistance 1) 4) 5) 6) 7) Non-cracked concrete Characteristic tensile capacity - f tens,k [NRk] [kn] Characteristic shear resistance [VRk] [kn] C2025 C3037 C4050 C5060 C2025 C3037 C4050 C5060 1* 1* 1* 1* 1* 1* 1* 1* Characteristic yield moment - M y,k [M0Rk] Rod 411

5 - THREADED ROD M30x380 Non-cracked concrete Characteristic tensile capacity - f tens,k [NRk] [kn] Characteristic shear resistance [VRk] [kn] C2025 C3037 C4050 C5060 C2025 C3037 C4050 C5060 1* 1* 1* 1* 1* 1* 1* 1* Characteristic yield moment Design Resistance 1) 2) 4) 5) 6) 7) - M y,k [M0Rk] 1* Non-cracked concrete Design resistance - tension [NRk] [kn] Design resistance - shear [VRk] [kn] C2025 C3037 C4050 C5060 C2025 C3037 C4050 C5060 1* 1* 1* * 1* 1* 1* Design bending moment [M0Rk] - Rod 511

6 - THREADED ROD 1* Non-cracked concrete Design resistance - tension [NRk] [kn] Design resistance - shear [VRk] [kn] C2025 C3037 C4050 C5060 C2025 C3037 C4050 C5060 1* 1* 1* 1* 1* 1* 1* Design bending moment [M0Rk] Rod 611

7 - THREADED ROD M30x380 1* Non-cracked concrete Design resistance - tension [NRk] [kn] Design resistance - shear [VRk] [kn] C2025 C3037 C4050 C5060 C2025 C3037 C4050 C5060 1* 1* 1* 1* Recommended Loads 1) 3) 4) 5) 6) 7) 1* 1* 1* Design bending moment [M0Rk] Non-Cracked Concrete Recommended Recommended Tension Loads [NRec] [kn] Recommended Shear Loads [VRec] [kn] Bending C2025 C3037 C4050 C5060 C2025 C3037 C4050 C5060 Moments [hef] [M0Rec] 1* 1* 1* 1* 1* 1* 1* 1** Rod 711

8 - THREADED ROD [hef] 1* Non-Cracked Concrete Recommended Tension Loads [NRec] [kn] Recommended Shear Loads [VRec] [kn] C2025 C3037 C4050 C5060 C2025 C3037 C4050 C5060 1* 1* 1* 1* 1* 1* 1** Recommended Bending Moments [M0Rec] Rod 811

9 - THREADED ROD M30x380 [hef] 1* Non-Cracked Concrete Recommended Tension Loads [NRec] [kn] Recommended Shear Loads [VRec] [kn] C2025 C3037 C4050 C5060 C2025 C3037 C4050 C5060 1* 1* 1* 1* 1* 1* 1** Recommended Bending - Moments [M0Rec] 1) Steel failure decisive. 2) The design resistances have been calculated using the partial safety factor for resistances stated in ETA-approval(s). 3) The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of #F=1.4. 4) The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s # 15 cm (any diameter) or with a rebar spacing s # 10 cm, if the rebar diameter is 10 mm or smaller. 5) The concrete is considered non-cracked when the tensile stress within the concrete is p L + p R # 0. In the absence of detailed verification p R = 3 N mm 2 ca be assumed (q = the tensile stress within the concrete included by external loads, anchor loads included). 6) For combined tension and shear loads or anchor groups andor in the case of edge influence, a calculation per TR 029, design method A shall be performed. For details see the ETA- approval(s). 7) Values for the temperatur range I: -40 C to +80 C (max. long-term temperatur: +50 C; max. short-term temperatur: +80 C). * 1: Dry or wet concrete. ** 2: Flooded holes with the exception of sea water. - Rod 911

10 - THREADED ROD INSTALLATION Installation data N Rd [kn] V Rd [kn] Drill Hole Diameter [d0] Clearance Hole Diameter in the Fixture [df] Drill Hole depth [h1] Width Across Flats [SW] Installation Torque [Tinst] Eff. [hef] Charact. Spacing [scr,n] Minimum spacing [Smin] Charact. Edge Distance [ccr,n] Min. Edge distance [cmin] Min. Member Thickness [hmin] Rod 1011

11 - THREADED ROD N Rd [kn] M30x380 V Rd [kn] Drill Hole Diameter [d0] Clearance Hole Diameter in the Fixture [df] Drill Hole depth [h1] Width Across Flats [SW] Installation Torque [Tinst] Eff. [hef] Charact. Spacing [scr,n] Minimum spacing [Smin] Charact. Edge Distance [ccr,n] Min. Edge distance [cmin] Min. Member Thickness [hmin] Rod 1111