MECHANICAL ANCHORS. SAFETY PLUS High performance expansion anchor. r-spl-le High performance expansion anchor. r-soc Socket anchor 30

Transcription

1 MECHNICL NCHORS SFETY PLUS High performance expansion anchor r-spl-le High performance expansion anchor r-soc Socket anchor 30 RWLBOLT ll purpose expansion anchor 36 R-HPTII-ZF Throughbolt, for cracked and non-cracked concrete 45 R-HPTII-4 Throughbolt, for cracked and non-cracked concrete 57 R-XPT Throughbolt, zinc-plated, R-XPT-HD Throughbolt, hot dip galvanized 68 R-XPTII-4 Throughbolt, stainless steel 4 76 R-DC Wedge anchor, zinc-plated R-DCL Lipped wedge anchor, zinc-plated 84 R-DC-4 Wedge anchor, stainless steel, for cracked and non-cracked concrete 90 RWLOK R-RLK-L Loose bolt R-RLK-C Countersunk R-RLK-P Bolt projecting 94 21

2 r-spl MECHNICL NCHORS R-SPL High performance expansion anchor PRODUCT INFORMTION R-SPL-C R-SPL Base Material: Non-cracked concrete, class C20/25-C50/60 (Option 7 approval) Reinforced and unreinforced concrete PPROVLS ND REPORTS: ET-11/0126 Option 7 T /2008 Option 7 R-SPL-BP Features: Through fixing R-SPL - Loose Bolt R-SPL-BP - Bolt Projecting R-SPL-C - Coutersunk head Zinc electroplated carbon steel 8.8 grade Min. coating thickness: 5μm Product Code nchor Fixture Size Loose Bolt Bolt Projecting Countersunk Thread size External diameter Length Max. thickness Hole diameter d d nom L t fix d f [mm] [mm] [mm] [mm] [mm] M8 M10 M12 M16 M20 R-SPL-08090/ R-SPL-C-08090/ */14 - R-SPL-BP-08095/ R-SPL-08110/ R-SPL-10105/ R-SPL-C-10105/ */17 - R-SPL-BP-10110/ R-SPL-10120/ R-SPL-10140/ R-SPL-12120/ R-SPL-C-12125/ */20 - R-SPL-BP-12135/ R-SPL-12150/ R-SPL-BP-12160/ R-SPL-16145/ R-SPL-C-16145/ */26 - R-SPL-BP-16160/ R-SPL-16170/ R-SPL-BP-16185/ R-SPL-20175/ R-SPL-BP-20190/ * maximum head diameter 22

3 MECHNICL NCHORS r-spl INSTLLTION DT Size M8 M10 M12 M16 M20 Thread diameter d [mm] Hole diameter in substrate d 0 [mm] Installation torque T inst [Nm] Min. hole depth in substrate h 0 [mm] Installation depth h nom [mm] Min. substrate thickness h min [mm] Min. spacing s min [mm] Min. edge distance c min [mm] INSTLLTION GUIDE 1. Drill a hole of required diameter and depth. 2. Remove debris and thoroughly clean hole with brush and pump. 3. Insert anchor through fixture into hole and tap until required installation depth is achieved. 4. Tighten to the recommended torque. MECHNICL PROPERTIES Size M8 M10 M12 M16 M20 Nominal ultimate tensile strength - tension f uk [N/mm 2 ] Nominal yield strength - tension f yk [N/mm 2 ] Cross sectional area - tension s [mm 2 ] Elastic section modulus W el [mm 3 ] Characteristic bending resistance M 0 Rk,s [Nm] Design bending resistance M [Nm]

4 r-spl MECHNICL NCHORS BSIC PERFORMNCE data Performance data for single anchor without influence of edge distance and spacing Size M8 M10 M12 M16 M20 Embedment depth h ef [mm] MEN ULTIMTE LOD TENSION LOD N Ru,m [kn] SHER LOD V Ru,m [kn] CHRCTERISTIC LOD TENSION LOD N Rk [kn] SHER LOD V Rk [kn] DESIGN LOD TENSION LOD N Rd [kn] SHER LOD V Rd [kn] RECOMMENDED LOD* TENSION LOD N rec [kn] SHER LOD V rec [kn] * partial safety factor 1.4 steel failure pry-out failure DESIGN PERFORMNCE DT Data based on ET-11/0126 Size M8 M10 M12 M16 M20 Embedment depth h ef [mm] TENSION LOD Characteristic resistance N Rk,s [kn] Design resistance γ Ms =1.5 N Rd,s [kn] PULL-OUT FILURE; NON-CRCKED CONCRETE C20/25 Characteristic resistance N Rk,p [kn] Design resistance γ Mp =2.1 N Rd,p [kn] Spacing s cr,n [mm] Edge distance c cr,n [mm] SHER LOD CONCRETE EDGE FILURE; NON-CRCKED CONCRETE C20/25 Edge distance c 1 [mm] Characteristic resistance for c 1 V Rk,c [kn] Design resistance γ Mc =2.1 V Rd,c [kn] PRY-OUT FILURE; NON-CRCKED CONCRETE C20/25 k [-] Characteristic resistance V Rk,cp [kn] Design resistance γ Mc =2.1 V Rd,cp [kn] Characteristic resistance without lever arm V Rk,s [kn] Design resistance γ Ms =1.25 V Rd,s [kn]

5 MECHNICL NCHORS r-spl REDUCTION/INCRESING RESISTNCE FCTORS FOR EDGE DISTNCE ND SPCING Edge distance (tension) C N Reduction factors for edge distance <C cr,n applicable to N Rd or N rec for non-cracked concrete from 'Basic Performance' table c M8 M10 M12 M16 M20 N [mm] 1.84h min h min Table only valid for one edge <C cr,n and S S cr,n For other cases use the Rawlplug nchor Calculator Edge distance (SHER) C V Table only valid for one edge >C min and S 3C v For other cases use the Rawlplug nchor Calculator Increasing factors for edge distance >C min applicable to V Rd,c for non-cracked concrete from Design Performance table c V M8 M10 M12 M16 M20 [mm] 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min Spacing Table only valid for one spacing <S cr,n and C C cr,n For other cases use the Rawlplug nchor Calculator Reduction factors for spacing <S cr,n applicable to N Rd /V Rd or N rec /V rec for non-cracked concrete from 'Basic Performance' table s M8 M10 M12 M16 M20 [mm] 1.84h min h min

6 r-spl-le MECHNICL NCHORS R-SPL-LE High performance expansion anchor PRODUCT INFORMTION R-SPL-LE Base Material: Non-cracked concrete, class C20/25-C50/60 Reinforced and unreinforced concrete Features: Through fixing R-SPL-LE- Limited embedment Zinc electroplated carbon steel 8.8 grade Min. coating thickness: 5μm Size Product Code nchor Fixture Thread size External diameter Length Max. thickness Hole diameter d d nom L t fix d f [mm] [mm] [mm] [mm] [mm] M8 R-SPL-LE-08080/25* M10 R-SPL-LE-10090/25* M12 R-SPL-LE-12100/25* M16 R-SPL-LE16130/30* * not covered by approval INSTLLTION DT Size M8* M10* M12* M16* Thread diameter d [mm] Hole diameter in substrate d 0 [mm] Installation torque T inst [Nm] Min. hole depth in substrate h 0 [mm] Installation depth h nom [mm] Min. substrate thickness h min [mm] Min. spacing s min [mm] Min. edge distance c min [mm]

7 MECHNICL NCHORS r-spl-le INSTLLTION GUIDE 1. Drill a hole of required diameter and depth. 2. Remove debris and thoroughly clean hole with brush and pump. 3. Insert anchor through fixture into hole and tap until required installation depth is achieved. 4. Tighten to the recommended torque. BSIC PERFORMNCE data Performance data for single anchor without influence of edge distance and spacing Size M8* M10* M12* M16* Embedment depth h ef [mm] CHRCTERISTIC LOD TENSION LOD N Rk [kn] SHER LOD V Rk [kn] DESIGN LOD TENSION LOD N Rd [kn] SHER LOD V Rd [kn] RECOMMENDED LOD** TENSION LOD N rec [kn] SHER LOD V rec [kn] * not covered by approval ** partial safety factor 1.4 steel failure pry-out failure 27

8 r-spl-le MECHNICL NCHORS DESIGN PERFORMNCE DT Size M8* M10* M12* M16* Embedment depth h ef [mm] TENSION LOD Characteristic resistance N Rk,s [kn] Design resistance γ Ms =1.5 N Rd,s [kn] PULL-OUT FILURE; NON-CRCKED CONCRETE C20/25 Characteristic resistance N Rk [kn] Design resistance γ Mp =1.8 (M8-M10) / 2.1 (M12-M16) N Rd [kn] Spacing s cr,n [mm] Edge distance c cr,n [mm] SHER LOD CONCRETE EDGE FILURE; NON-CRCKED CONCRETE C20/25 Edge distance c 1 [mm] Characteristic resistance for c 1 V Rk,c [kn] Design resistance γ Mc =1.8 (M8-M10) / 2.1 (M12-M16) V Rd,c [kn] PRY-OUT FILURE; NON-CRCKED CONCRETE C20/25 k [-] Characteristic resistance V Rk,cp [kn] Design resistance γ Mc =1.8 (M8-M10) / 2.1 (M12-M16) V Rd,cp [kn] Characteristic resistance without lever arm V Rk,s [kn] Design resistance γ Ms =1.25 V Rd,s [kn] * not covered by approval MECHNICL PROPERTIES Size M8 M10 M12 M16 Nominal ultimate tensile strength - tension f uk [N/mm 2 ] Nominal yield strength - tension f yk [N/mm 2 ] Cross sectional area - tension s [mm 2 ] Elastic section modulus W el [mm 3 ] Characteristic bending resistance M 0 Rk,s [Nm] Design bending resistance M [Nm]

9 MECHNICL NCHORS r-spl-le REDUCTION/INCRESING RESISTNCE FCTORS FOR EDGE DISTNCE ND SPCING Edge distance (TENSION) C N Table only valid for one edge <C cr,n and S S cr,n For other cases use the Rawlplug nchor Calculator Reduction factors for edge distance <C cr,n applicable to N Rd or N rec for non-cracked concrete from 'Basic Performance' table c N M8 M10 M12 M16 [mm] 1.84h min h min Edge distance (SHER) C V Table only valid for one edge >C min and S 3C v For other cases use the Rawlplug nchor Calculator Increasing factors for edge distance >C min applicable to V Rd,c for non-cracked concrete from Design Performance table c V M8 M10 M12 M16 [mm] 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min Spacing Table only valid for one spacing <S cr,n and C C cr,n For other cases use the Rawlplug nchor Calculator Reduction factors for spacing <S cr,n applicable to N Rd /V Rd or N rec /V rec for non-cracked concrete from 'Basic Performance' table s M8 M10 M12 M16 [mm] 1.84h min h min

10 r-soc MECHNICL NCHORS R-SOC Socket anchor PRODUCT INFORMTION R-SOC Base Material: Non-cracked concrete, class C20/25-C50/60 Reinforced and unreinforced concrete Features: Through fixing R-SOC- Socket anchor Zinc electroplated carbon steel 8.8 grade Min. coating thickness: 5μm Size Product Code nchor Fixture Thread size External diameter Length Max. thickness Hole diameter d d nom L t fix d f [mm] [mm] [mm] [mm] [mm] M8 R-SOC-08* M10 R-SOC-10* M12 R-SOC-12* M16 R-SOC-16* M20 R-SOC-20* * not covered by approval INSTLLTION DT 30

11 MECHNICL NCHORS r-soc Size M8* M10* M12* M16* M20* Thread diameter d [mm] Hole diameter in substrate d 0 [mm] SET FLUSH TO SURFCE Installation torque T inst ** [Nm] 11/19 22/37 39/65 96/ /280 Min. hole depth h 0 [mm] Installation depth h nom [mm] Min. substrate thickness h min [mm] Min. spacing s min [mm] Min. edge distance c min [mm] SET T DEPTH Installation torque T inst ** [Nm] 11/19 22/37 39/65 96/ /280 Min. hole depth in substrate h 0 [mm] Installation depth h nom [mm] Min. substrate thickness h min [mm] Min. spacing s min [mm] Min. edge distance c min [mm] * not covered by approval ** 4.6 stud/8.8 stud INSTLLTION GUIDE 1. Drill a hole of required diameter and depth. 2. Remove debris and thoroughly clean hole with brush and pump. 3. Screw studding into socket. ssemble two nuts at the other end of the studding. 4. Ensuring nuts are securely locked together, apply the recommended torque through the top nut. Carefully slacken and remove nuts. 5. pply fixture, washer and hexagon nuts. 6. pply torque to ensure clamping of fixture against concrete surface. 31

12 r-soc MECHNICL NCHORS BSIC PERFORMNCE data Performance data for single anchor without influence of edge distance and spacing Size M8* M10* M12* M16* M20* Embedment depth h ef [mm] 45/60 55/70 65/80 80/100 95/125 CHRCTERISTIC LOD N Rk STEEL 4.6 Set flush to the surface [kn] Set at depth [kn] STEEL 5.8 Set flush to the surface [kn] Set at depth [kn] STEEL 8.8 Set flush to the surface [kn] Set at depth [kn] DESIGN LOD N Rd STEEL 4.6 Set flush to the surface [kn] Set at depth [kn] STEEL 5.8 Set flush to the surface [kn] Set at depth [kn] STEEL 8.8 Set flush to the surface [kn] Set at depth [kn] RECOMMENDED LOD N rec ** STEEL 4.6 Set flush to the surface [kn] Set at depth [kn] STEEL 5.8 Set flush to the surface [kn] Set at depth [kn] STEEL 8.8 Set flush to the surface [kn] Set at depth [kn] * not covered by approval ** partial safety factor

13 MECHNICL NCHORS r-soc set flush to the surface Size M8 M10 M12 M16 M20 Embedment depth h ef [mm] GRDE 4.6 TENSION LODS Characteristic resistance N Rk,s [kn] Design resistance γ Ms =1.5 N Rd,s [kn] GRDE 5.8 Characteristic resistance N Rk,s [kn] Design resistance γ Ms =1.5 N Rd,s [kn] GRDE 8.8 Characteristic resistance N Rk,s [kn] Design resistance γ Ms =1.5 N Rd,s [kn] PULL-OUT FILURE; NON-CRCKED CONCRETE C20/25 Characteristic resistance N Rk,p [kn] Design resistance γ Mp =1.8 (M8-M10) / 2.1 (M12-M20) N Rd,p [kn] Increasing factors for N Rd,p C40/ C30/ C50/ DESIGN PERFORMNCE DT Spacing s cr,n [mm] Edge distance c cr,n [mm] REDUCTION/INCRESING RESISTNCE FCTORS FOR EDGE DISTNCE ND SPCING Edge distance (TENSION) Reduction factors for edge distance <C cr,n applicable to N Rd or N rec for non-cracked concrete from 'Basic Performance' table c N M8 M10 M12 M16 M20 [mm] 1.84h min h min C N Table only valid for one edge <C cr,n and S S cr,n For other cases use the Rawlplug nchor Calculator Spacing Table only valid for one spacing <S cr,n and C C cr,n For other cases use the Rawlplug nchor Calculator Reduction factors for spacing <S cr,n applicable to N Rd /V Rd or N rec /V rec for non-cracked concrete from 'Basic Performance' table s M8 M10 M12 M16 M20 [mm] 1.84h min h min

14 r-soc MECHNICL NCHORS set at depth Size M8 M10 M12 M16 M20 Embedment depth h ef [mm] TENSION LODS GRDE 4.6 Characteristic resistance N Rk,s [kn] Design resistance γ Ms =1.5 N Rd,s [kn] GRDE 5.8 Characteristic resistance N Rk,s [kn] Design resistance γ Ms =1.5 N Rd,s [kn] GRDE 8.8 Characteristic resistance N Rk,s [kn] Design resistance γ Ms =1.5 N Rd,s [kn] PULL-OUT FILURE; NON-CRCKED CONCRETE C20/25 Characteristic resistance N Rk,p [kn] Design resistance γ Mp =2.1 N Rd,p [kn] Increasing factors for N Rd,p C40/ C30/ C50/ Spacing s cr,n [mm] Edge distance c cr,n [mm] MECHNICL PROPERTIES Size M8 M10 M12 M16 M20 Nominal ultimate tensile strength - tension (5.8 grade) f uk [N/mm 2 ] Nominal yield strength - tension f yk [N/mm 2 ] Cross section area - tension s [mm 2 ] Elastic section modulus W el [mm 3 ] Characteristic bending resistance M 0 Rk,s [Nm] Design bending resistance M [Nm]

15 MECHNICL NCHORS r-soc REDUCTION/INCRESING RESISTNCE FCTORS FOR EDGE DISTNCE ND SPCING Edge distance (TENSION) C N Reduction factors for edge distance <C cr,n applicable to N Rd or N rec for non-cracked concrete from 'Basic Performance' table c N M8 M10 M12 M16 M20 [mm] 1.84h min h min Table only valid for one edge <C cr,n and S S cr,n For other cases use the Rawlplug nchor Calculator Spacing Table only valid for one spacing <S cr,n and C C cr,n For other cases use the Rawlplug nchor Calculator Reduction factors for spacing <S cr,n applicable to N Rd /V Rd or N rec /V rec for non-cracked concrete from 'Basic Performance' table s M8 M10 M12 M16 M20 [mm] 1.84h min h min

16 r-rb MECHNICL NCHORS R-RB ll purpose expansion anchor PRODUCT INFORMTION R-RBL R-RBP R-RBL-E Base Material: Non-cracked concrete, class C20/25-C50/60 (Option 7 approval) Cracked concrete, class C20/25-C50/60 (Option 1 approval) Reinforced and unreinforced concrete PPROVLS ND REPORTS: ET-11/0479 Option 7 T /2012 Option 1 R-RBP-H Features: Shield anchor Carbon steel 5.8 grade acc. to EN ISO Min. coating thickness: 5μm acc. to EN ISO 4042 R-RBL - Loose Bolt R-RBP - Bolt Projecting R-RBL-E - Eye Bolt R-RBL-H - Hook Bolt Product Code nchor Fixture Size Loose Bolt Bolt Projecting Thread size External diameter Length Max. thickness Hole diameter d d nom L t fix d f [mm] [mm] [mm] [mm] [mm] R-RBL-M6/ R-RBP-M6/ M6 R-RBL-M6/ R-RBP-M6/ R-RBL-M6/ R-RBP-M6/ R-RBL-M8/ R-RBP-M8/ M8 M10 R-RBL-M8/ R-RBP-M8/ R-RBL-M8/ R-RBP-M8/ R-RBL-M10/ R-RBP-M10/ R-RBL-M10/ R-RBP-M10/ R-RBL-M10/ R-RBP-M10/ R-RBL-M10/

17 MECHNICL NCHORS r-rb Size M12 M16 M20 Loose Bolt Product Code nchor Fixture Bolt Projecting Thread size External diameter Length Max. thickness Hole diameter d d nom L t fix d f [mm] [mm] [mm] [mm] [mm] R-RBL-M12/ R-RBP-M12/ R-RBL-M12/ R-RBP-M12/ R-RBL-M12/ R-RBL-M12/ R-RBP-M12/ R-RBL-M16/ R-RBP-M16/ R-RBL-M16/ R-RBP-M16/ R-RBL-M16/ R-RBP-M16/ R-RBP-M20/ R-RBP-M20/ R-RBL-M20/ R-RBL-M20/ R-RBP-M20/ Size M6 M8 M10 M12 Eye bolt Product Code nchor Fixture Hook bolt Thread size External diameter Length Max. thickness Hole diameter d d nom L t fix d f [mm] [mm] [mm] [mm] [mm] R-RBL-E-M06* R-RBL-H-M06* R-RBL-E-M08* R-RBL-H-M08* R-RBL-E-M10* R-RBL-H-M10* R-RBL-E-M12* R-RBL-H-M12* * not covered by approval 37

18 r-rb MECHNICL NCHORS INSTLLTION DT R-RBL R-RBP R-RBL-E R-RBP-H Size M6 M8 M10 M12 M16 M20 Thread diameter d [mm] Hole diameter in substrate d 0 [mm] Installation torque T inst [Nm] Min. hole depth in substrate h 0 [mm] Installation depth h nom [mm] Min. substrate thickness h min [mm] Min. spacing s min [mm] Min. edge distance c min [mm] INSTLLTION GUIDE R-RBL 1. Drill a hole of required diameter and depth. NOTE: When fixing into brickwork, mortar joints should be avoided. 2. Remove debris and thoroughly clean hole with brush and pump. 3. Remove bolt and washer. Insert shield and tap home. 4. Place fixture over the hole and insert bolt with washer through the fixture. 5. Tighten to the recommended torque. R-RBP 1. Drill a hole of required diameter and depth. NOTE: When fixing into brickwork, mortar joints should be avoided. 2. Remove debris and thoroughly clean hole with brush and pump. 3. Remove nut and washer. Insert shield and tap home. 4. Position fixture over the thread and add washer and nut. 5. Tighten to the recommended torque. 38

19 MECHNICL NCHORS r-rb R-RBL-E, R-RBL-H 1. Drill a hole of required diameter and depth. NOTE: When fixing into brickwork, mortar joints should be avoided. 2. Remove debris and thoroughly clean hole with brush and pump. 3. Insert the Hook Bolt or Eye Bolt and position accordingly. 4. Tighten to recommended torque, using the nut (not the Eye, Hook). BSIC PERFORMNCE data Performance data for single anchor without influence of edge distance and spacing Size M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20 Concrete type Non-cracked concrete Cracked concrete Embedment depth h ef [mm] MEN ULTIMTE LOD TENSION LOD N Ru,m [kn] SHER LOD V Ru,m [kn] CHRCTERISTIC LOD TENSION LOD N Rk [kn] SHER LOD V Rk [kn] DESIGN LOD TENSION LOD N Rd [kn] SHER LOD V Rd [kn] RECOMMENDED LOD* TENSION LOD N rec [kn] SHER LOD V rec [kn] * partial safety factor 1.4 steel failure pry-out failure 39

20 r-rb MECHNICL NCHORS DESIGN PERFORMNCE DT Size M6 M8 M10 M12 M16 M20 Embedment depth h ef [mm] TENSION LOD Characteristic resistance N Rk,s [kn] Design resistance γ Ms =1.5 N Rd,s [kn] PULL-OUT FILURE; NON-CRCKED CONCRETE C20/25 Characteristic resistance N Rk,p [kn] Design resistance γ Mp =1.8 N Rd,p [kn] PULL-OUT FILURE; CRCKED CONCRETE C20/25 Characteristic resistance N Rk,p [kn] Design resistance γ Mp =1.8 N Rd,p [kn] Spacing s cr,n [mm] Edge distance c cr,n [mm] SHER LOD CONCRETE EDGE FILURE; NON-CRCKED CONCRETE C20/25 Edge distance c 1 [mm] Characteristic resistance for c 1 V Rk,c [kn] Design resistance γ Mc =1.8 V Rd,c [kn] CONCRETE EDGE FILURE; CRCKED CONCRETE C20/25 Edge distance c 1 [mm] Characteristic resistance for c 1 V Rk,c [kn] Design resistance γ Mc =1.8 V Rd,c [kn] PRY-OUT FILURE; NON-CRCKED CONCRETE C20/25 k [-] Characteristic resistance V Rk,cp [kn] Design resistance γ Mc =1.8 V Rd,cp [kn] PRY-OUT FILURE; CRCKED CONCRETE C20/25 k [-] Characteristic resistance V Rk,cp [kn] Design resistance γ Mc =1.8 V Rd,cp [kn] Characteristic resistance without lever arm V Rk,s [kn] Design resistance γ Ms =1.25 V Rd,s [kn]

21 MECHNICL NCHORS r-rb REDUCTION/INCRESING RESISTNCE FCTORS FOR EDGE DISTNCE ND SPCING Edge distance (TENSION) C N Table only valid for one edge <C cr,n and S S cr,n For other cases use the Rawlplug nchor Calculator Reduction factors for edge distance <C cr,n applicable to N Rd or N rec for non-cracked and cracked concrete from 'Basic Performance' table c N [mm] M6 M8 M10 M12 M16 M h min h min Edge distance (SHER) C V Tables only valid for one edge >C min and S 3C v For other cases use the Rawlplug nchor Calculator Increasing factors for edge distance >C min applicable to V Rd,c for non-cracked concrete from Design Performance table c V [mm] M6 M8 M10 M12 M16 M20 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min Increasing factors for edge distance >C min applicable to V Rd,c for cracked concrete from Design Performance table c V [mm] M6 M8 M10 M12 M16 M20 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min

22 r-rb MECHNICL NCHORS Spacing Tables only valid for one spacing <S cr,n and C C cr,n For other cases use the Rawlplug nchor Calculator Reduction factors for spacing <S cr,n applicable to N Rd /V Rd or N rec /V rec for non-cracked concrete from 'Basic Performance' table M6 M8 M10 M12 M16 M20 s [mm] h 1.84h min h min 1.84h min min 1.84h min h min Reduction factors for spacing <S cr,n applicable to N Rd /V Rd or N rec /V rec for cracked concrete from 'Basic Performance' table M6 M8 M10 M12 M16 M20 s [mm] h 1.84h min h min 1.84h min min 1.84h min h min

23 r-rb MECHNICL NCHORS r-kex r-rb RESISTNCE TO TENSION ND SHER LODS UNDER FIRE EXPOSURE Size M6 M8 M10 M12 M16 M20 Embedment depth h ef [mm] R (for EI) = 30 minutes TENSION LOD Characteristic resistance N Rk,s, fi=30 [kn] PULL-OUT FILURE; CONCRETE C20/25 - C50/60 Characteristic resistance N Rk,p, fi=30 [kn] CONCRETE CONE FILURE; CONCRETE C20/25 - C50/60 Characteristic resistance N Rk,c, fi= 30 [kn] SHER LOD PRY-OUT FILURE; CONCRETE C20/25 - C50/60 k Characteristic resistance V Rk,cp, fi=30 [kn] Characteristic resistance V Rk,s, fi=30 [kn] R (for EI) = 60 minutes TENSION LOD Characteristic resistance N Rk,s, fi=60 [kn] PULL-OUT FILURE; CONCRETE C20/25 - C50/60 Characteristic resistance N Rk,p, fi=60 [kn] CONCRETE CONE FILURE; CONCRETE C20/25 - C50/60 Characteristic resistance N Rk,c, fi=60 [kn] SHER LOD PRY-OUT FILURE; CONCRETE C20/25 - C50/60 k Characteristic resistance V Rk,cp, fi=60 [kn] Characteristic resistance V Rk,s, fi=60 [kn]

24 r-rb MECHNICL NCHORS r-rb RESISTNCE TO TENSION ND SHER LODS UNDER FIRE EXPOSURE continued Size M6 M8 M10 M12 M16 M20 Embedment depth h ef [mm] R (for EI) = 90 minutes TENSION LOD Characteristic resistance N Rk,s, fi=90 [kn] PULL-OUT FILURE; CONCRETE C20/25 - C50/60 Characteristic resistance N Rk,p, fi=90 [kn] CONCRETE CONE FILURE; CONCRETE C20/25 - C50/60 Characteristic resistance N Rk,c, fi=90 [kn] SHER LOD PRY-OUT FILURE; CONCRETE C20/25 - C50/60 k Characteristic resistance V Rk,cp, fi=90 [kn] Characteristic resistance V Rk,s, fi=90 [kn] R (for EI) = 120 minutes TENSION LOD Characteristic resistance N Rk,s, fi=120 [kn] PULL-OUT FILURE; CONCRETE C20/25 - C50/60 Characteristic resistance N Rk,p, fi=120 [kn] CONCRETE CONE FILURE; CONCRETE C20/25 - C50/60 Characteristic resistance N Rk,c, fi=120 [kn] SHER LOD PRY-OUT FILURE; CONCRETE C20/25 - C50/60 k Characteristic resistance V Rk,cp, fi=120 [kn] Characteristic resistance V Rk,s, fi=120 [kn] MECHNICL PROPERTIES Size M6 M8 M10 M12 M16 M20 Nominal ultimate tensile strength - tension f uk [N/mm 2 ] Nominal yield strength - tension f yk [N/mm 2 ] Cross section area - tension s [mm 2 ] Elastic section modulus W el [mm 3 ] Characteristic bending resistance M 0 Rk,s [Nm] Design bending resistance M [Nm]

25 MECHNICL NCHORS r-hptii-zf R-HPTII-ZF Throughbolt for cracked and non-cracked concrete PRODUCT INFORMTION R-HPTII-ZF Base Material: Non-cracked concrete, class C20/25-C50/60 (Option 7 approval) Cracked concrete, class C20/25-C50/60 (Option 1 approval) Reinforced and unreinforced concrete PPROVLS ND REPORTS: ET-12/0309 Option 1 Features: Through fixing Carbon steel, finished in zinc/aluminium flake coating Min. coating thickness: 6µm Size M8 M10 M12 M16 M20 nchor Fixture Product Code Thread size Length Max. thickness Hole diameter d L t fix,r t fix,s d f [mm] [mm] [mm] [mm] [mm] R-HPTII-ZF-08065/ R-HPTII-ZF-08080/ R-HPTII-ZF-08085/ R-HPTII-ZF-08100/ R-HPTII-ZF-08115/ R-HPTII-ZF-10065/ R-HPTII-ZF-10080/ R-HPTII-ZF-10095/ R-HPTII-ZF-10115/ R-HPTII-ZF-10130/ R-HPTII-ZF-12080/ R-HPTII-ZF-12100/ R-HPTII-ZF-12120/ R-HPTII-ZF-12135/ R-HPTII-ZF-12150/ R-HPTII-ZF-16100/ R-HPTII-ZF-16105/ R-HPTII-ZF-16140/ R-HPTII-ZF-16160/ R-HPTII-ZF-16180/ R-HPTII-ZF-20125/ R-HPTII-ZF-20160/

26 r-hptii-zf MECHNICL NCHORS INSTLLTION DT Size M8 M10 M12 M16 M20 nchor diameter d [mm] Hole diameter in substrate d 0 [mm] Installation torque T inst [Nm] STNDRD EMBEDMENT DEPTH Min. hole depth in substrate h 0, s [mm] Installation depth h nom, s [mm] Min. substrate thickness h min, s [mm] Min. spacing (Non-cracked concrete) s min, s [mm] Min. spacing (Cracked concrete) s min, s [mm] Min. edge distance (Non-cracked concrete) c min, s [mm] Min. edge distance (Cracked concrete) c min, s [mm] REDUCED EMBEDMENT DEPTH Min. hole depth in substrate h 0, r [mm] Installation depth h nom, r [mm] Min. substrate thickness h min, r [mm] Min. spacing (Non-cracked concrete) s min, r [mm] Min. spacing (Cracked concrete) s min, r [mm] Min. edge distance (Non-cracked concrete) c min, r [mm] Min. edge distance (Cracked concrete) c min, r [mm] INSTLLTION GUIDE 1. Drill a hole of required diameter and depth. 2. Remove debris and thoroughly clean hole with brush and pump. 3. Insert anchor through fixture into hole and tap until required installation depth is achieved. 4. Tighten to the recommended torque. 46

27 MECHNICL NCHORS r-hptii-zf BSIC PERFORMNCE data Performance data for single anchor without influence of edge distance and spacing Concrete type Non-cracked Cracked Size M8 M10 M12 M16 M20 M8 M10 M12 M16 M20 MEN ULTIMTE LOD TENSION LOD N Ru,m Standard embedment depth [kn] Reduced embedment depth [kn] SHER LOD V Ru,m Standard embedment depth [kn] Reduced embedment depth [kn] CHRCTERISTIC LOD TENSION LOD N Rk Standard embedment depth [kn] Reduced embedment depth [kn] SHER LOD V Rk Standard embedment depth [kn] Reduced embedment depth [kn] DESIGN LOD TENSION LOD N Rd Standard embedment depth [kn] Reduced embedment depth [kn] SHER LOD V Rd Standard embedment depth [kn] Reduced embedment depth [kn] RECOMMENDED LOD* TENSION LOD N rec Standard embedment depth [kn] Reduced embedment depth [kn] SHER LOD V rec Standard embedment depth [kn] Reduced embedment depth [kn] * partial safety factor 1.4 steel failure pry-out failure concrete cone failure 47

28 r-hptii-zf MECHNICL NCHORS DESIGN PERFORMNCE DT standard embedment depth Size M8 M10 M12 M16 M20 Embedment depth h ef [mm] TENSION LOD Characteristic resistance N Rk,s [kn] Design resistance γ Ms =1.4 N Rd,s [kn] PULL-OUT ND CONCRETE CONE FILURE; NON-CRCKED CONCRETE C20/25 Characteristic resistance N Rk,p [kn] Design resistance γ Mp =1.8 (M8) / 1.5 (M10-M20) N Rd,p [kn] PULL-OUT FILURE; CRCKED CONCRETE C20/25 Characteristic resistance N Rk,p [kn] Design resistance γ Mp =1.8 (M8) / 1.5 (M10-M20) N Rd,p [kn] Increasing factors for N Rd,p and N Rd,c C40/ C30/ C50/ Spacing s cr,n [mm] Edge distance c cr,n [mm] SHER LOD CONCRETE EDGE FILURE; NON-CRCKED CONCRETE C20/25 Edge distance c 1 [mm] Characteristic resistance for c 1 V Rk,c [kn] Design resistance γ Mc = 1.8 (M8) / 1.5 (M10-M20) V Rd,c [kn] CONCRETE EDGE FILURE; CRCKED CONCRETE C20/25 Edge distance c 1 [mm] Characteristic resistance for c 1 V Rk,c [kn] Design resistance γ Mc = 1.8 (M8) / 1.5 (M10-M20) V Rd,c [kn] CONCRETE PRY-OUT FILURE; NON-CRCKED CONCRETE C20/25 k [-] Characteristic resistance V Rk,cp [kn] Design resistance γ Mc = 1.8 (M8) / 1.5 (M10-M20) V Rd,cp [kn] CONCRETE PRY-OUT FILURE; CRCKED CONCRETE C20/25 k [-] Characteristic resistance V Rk,cp [kn] Design resistance γ Mc = 1.8 (M8) / 1.5 (M10-M20) V Rd,cp [kn] Characteristic resistance without lever arm V Rk,s [kn] Design resistance γ Ms =1.25 V Rd,s [kn] concrete cone failure N Rk,c ; N Rd,c 48

29 MECHNICL NCHORS r-hptii-zf REDUCTION/INCRESING RESISTNCE FCTORS FOR EDGE DISTNCE ND SPCING Edge distance (TENSION) Reduction factors for edge distance <C cr,n applicable to N Rd or N rec for non-cracked concrete from 'Basic Performance' table Tables only valid for one spacing <S cr,n and C C cr,n. For other cases use the Rawlplug nchor Calculator. Reduction factors for edge distance <C cr,n applicable to N Rd or N rec for cracked concrete from 'Basic Performance' table M8 M10 M12 M16 M20 M8 M10 M12 M16 M20 c N c N [mm] h 1.84h min h min 1.84h min [mm] h min 1.84h min min Tables only valid for one edge<c cr,n and S S cr,n. For other cases use the Rawlplug nchor Calculator. Edge distance (SHER) Increasing factors for edge distance >C min applicable to V Rd,c for non-cracked Increasing factors for edge distance >C min applicable to V Rd,c for cracked concrete concrete from Design Performance table from Design Performance table c M8 M10 M12 M16 M20 M8 M10 M12 M16 M20 V c V [mm] 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min [mm] 1.5c V h min h 1.5c min 1.5c V h min h V 1.5c min h V 1.5c min V Tables only valid for one edge>c min and S 3C v. For other cases use the Rawlplug nchor Calculator. Spacing Reduction factors for spacing <S cr,n applicable to N Rd /V Rd or N rec /V rec for non-cracked concrete from 'Basic Performance' table Reduction factors for spacing <S cr,n applicable to N Rd /V Rd or N rec /V rec for cracked concrete from 'Basic Performance' table M8 M10 M12 M16 M20 M8 M10 M12 M16 M20 s s [mm] h 1.84h min h min 1.84h min [mm] h min 1.84h min min

30 r-hptii-zf MECHNICL NCHORS REDUCED EMBEDMENT DEPTH Size M8 M10 M12 M16 M20 Embedment depth h ef [mm] TENSION LOD Characteristic resistance N Rk,s [kn] Design resistance γ Ms =1.4 N Rd,s [kn] PULL-OUT ND CONCRETE CONE FILURE; NON-CRCKED CONCRETE C20/25 Characteristic resistance N Rk,p [kn] Design resistance γ Mp =1.8 (M8-M10) / 1.5 (M12-M20) N Rd,p [kn] PULL-OUT ND CONCRETE CONE FILURE; CRCKED CONCRETE C20/25 Characteristic resistance N Rk,p [kn] Design resistance γ Mp =1.8 (M8-M10) / 1.5 (M12-M20) N Rd,p [kn] Increasing factors for N Rd,p and N Rd,c C40/ C30/ C50/ Spacing s cr,n [mm] Edge distance c cr,n [mm] SHER LOD CONCRETE EDGE FILURE; NON-CRCKED CONCRETE C20/25 Edge distance c 1 [mm] Characteristic resistance for c 1 V Rk,c [kn] Design resistance γ Mc =1.8 (M8-M10) / 1.5 (M12-M20) V Rd,c [kn] CONCRETE EDGE FILURE; CRCKED CONCRETE C20/25 Edge distance c 1 [mm] Characteristic resistance for c 1 V Rk,c [kn] Design resistance γ Mc =1.8 (M8-M10) / 1.5 (M12-M20) V Rd,c [kn] PRY-OUT FILURE; NON-CRCKED CONCRETE C20/25 k [-] Characteristic resistance V Rk,cp [kn] Design resistance γ Mc =1.8 (M8-M10) / 1.5 (M12-M20) V Rd,cp [kn] PRY-OUT FILURE; CRCKED CONCRETE C20/25 k [-] Characteristic resistance V Rk,cp [kn] Design resistance γ Mc =1.8 (M8-M10) / 1.5 (M12-M20) V Rd,cp [kn] Characteristic resistance without lever arm V Rk,s [kn] Design resistance γ Ms =1.25 V Rd,s [kn] concrete cone failure N Rk,c ; N Rd,c 50

31 MECHNICL NCHORS r-hptii-zf REDUCTION/INCRESING RESISTNCE FCTORS FOR EDGE DISTNCE ND SPCING Edge distance (TENSION) Reduction factors for edge distance <C cr,n applicable to N Rd or N rec for non-cracked concrete from 'Basic Performance' table M8 M10 M12 M16 M20 c N [mm] h 1.84h min h min 1.84h min min Reduction factors for edge distance <C cr,n applicable to N Rd or N rec for cracked concrete from 'Basic Performance' table c N [mm] Tables only valid for one edge<c cr,n and S S cr,n. For other cases use the Rawlplug nchor Calculator. M8 M10 M12 M16 M20 h 1.84h min h min 1.84h min min valid for s ET s for c min Edge distance (SHER) Increasing factors for edge distance >C min applicable to V Rd,c for non-cracked concrete from Design Performance table M8 M10 M12 M16 M20 c V [mm] 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min Tables only valid for one edge>c min and S 3C v. For other cases use the Rawlplug nchor Calculator. Spacing Reduction factors for spacing <S cr,n applicable to N Rd /V Rd or N rec /V rec for non-cracked concrete from 'Basic Performance' table s [mm] M8 M10 M12 M16 M20 h 1.84h min h min 1.84h min min Increasing factors for edge distance >C min applicable to V Rd,c for cracked concrete from Design Performance table c V M8 M10 M12 M16 M20 [mm] 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min 1.5c V h min s [mm] Tables only valid for one spacing <S cr,n and C C cr,n. For other cases use the Rawlplug nchor Calculator. Reduction factors for spacing <S cr,n applicable to N Rd /V Rd or N rec /V rec for cracked concrete from 'Basic Performance' table M8 M10 M12 M16 M20 h 1.84h min h min 1.84h min min valid for c ET c for s min 51