bonded anchors - Threaded rods Table of contents rebar connections ... Anchoring depth 6d h nom [mm] 60 70 80 100 120 140 165 ... RE 105 bonded anchors - Threaded rods

B

LA CHEVILLENYLON MULTIFONCTIONS

99

B

bonded anchors - Threaded rods

R-KEX Epoxy resin 102

R-KER Vinylester styrene free resin 108

RV-200 Vinylester styrene free resin (System CFS) 120

R-CAS-V Vinylester capsule resin for concrete 132

R-HAC-V Vinylester capsule resin for concrete 138

R-KEM II Polyester styrene free resin 144

RM-50 Polyester styrene free resin (System CFS) 156

R-KF2 Polyester resin for concrete 168

RP30 Polyester resin for concrete (System CFS) 180

RP30 + R-ITS Polyester resin for concrete 192

R-KEM II Polyester styrene free resin 198

RM-50 Polyester styrene free resin (System CFS) 203

COPY-ECO System 208

LIG

HTW

EIG

HT

SUBS

TRAT

ESCO

NCR

ETE

AN

D S

TON

ELA

RGE

PAN

EL

CON

STRU

CTI

ON

Table of contents

r-kex

AA100

B

bonded anchors – rebars


Post-installed rebar connections – Introduction 212

R-KER Vinylester bonded anchor with rebar for use in concrete 220

RV200 Vinylester bonded anchor with rebar for use in concrete 229

R-HAC-V Vinylester bonded anchor with rebar for use in concrete 238

RP30 Polyester bonded anchor with rebar for use in concrete 242

R-KEX Pure epoxy bonded anchor with rebar for use in concrete 245

REBA

RS

B


101

B

Cartridge size

Stud diameter d [mm] M8 M10 M12 M16 M20 M24 M30

Hole diameter in substrate d0 [mm] 10 12 14 18 24 28 35

160ml

Anchoring depth 6d hnom [mm] 60 70 80 100 120 140 165Quantity of anchored studs 65 46 34 21 7.2 5.2 2.9Anchoring depth 8d hnom [mm] 65 80 100 130 160 190 240Quantity of anchored studs 61 41 28 17 5.6 4 2.1Anchoring depth 10d hnom [mm] 80 100 120 160 200 240 300Quantity of anchored studs 51 34 24 14 4.5 3.2 1.7Anchoring depth 12d hnom [mm] 100 120 145 190 240 290 360Quantity of anchored studs 42 29 20 12 3.8 2.7 1.4

280ml

Anchoring depth 6d hnom [mm] 60 70 80 100 120 140 165Quantity of anchored studs 114 80 59 36 12.6 9.2 5.1Anchoring depth 8d hnom [mm] 65 80 100 130 160 190 240Quantity of anchored studs 107 72 49 29 9.8 7 3.6Anchoring depth 10d hnom [mm] 80 100 120 160 200 240 300Quantity of anchored studs 90 59 42 24 8 5.6 2.9Anchoring depth 12d hnom [mm] 100 120 145 190 240 290 360Quantity of anchored studs 74 51 36 21 6.7 4.7 2.5

300ml

Anchoring depth 6d hnom [mm] 60 70 80 100 120 140 165Quantity of anchored studs 122 85 63 39 13.5 9.8 5.4Anchoring depth 8d hnom [mm] 65 80 100 130 160 190 240Quantity of anchored studs 114 77 53 31 10.5 7.5 3.9Anchoring depth 10d hnom [mm] 80 100 120 160 200 240 300Quantity of anchored studs 96 63 45 26 8.5 6 3.1Anchoring depth 12d hnom [mm] 100 120 145 190 240 290 360Quantity of anchored studs 79 54 38 22 7.2 5.1 2.6

380ml

Anchoring depth 6d hnom [mm] 60 70 80 100 120 140 165Quantity of anchored studs 155 108 80 49 17.1 12.5 6.9Anchoring depth 8d hnom [mm] 65 80 100 130 160 190 240Quantity of anchored studs 145 97 67 39 13.3 9.5 4.9Anchoring depth 10d hnom [mm] 80 100 120 160 200 240 300Quantity of anchored studs 122 80 57 33 10.8 7.6 4Anchoring depth 12d hnom [mm] 100 120 145 190 240 290 360Quantity of anchored studs 100 69 48 28 9.1 6.4 3.3

400ml

Anchoring depth 6d hnom [mm] 60 70 80 100 120 140 165Quantity of anchored studs 163 114 84 51 18 13.1 7.2Anchoring depth 8d hnom [mm] 65 80 100 130 160 190 240Quantity of anchored studs 153 102 70 41 14 10 5.1Anchoring depth 10d hnom [mm] 80 100 120 160 200 240 300Quantity of anchored studs 128 85 60 35 11.4 8 4.2Anchoring depth 12d hnom [mm] 100 120 145 190 240 290 360Quantity of anchored studs 106 72 51 30 9.6 6.7 3.5

600ml

Anchoring depth 6d hnom [mm] 60 70 80 100 120 140 165Quantity of anchored studs 244 171 126 77 27.1 19.7 10.9Anchoring depth 8d hnom [mm] 65 80 100 130 160 190 240Quantity of anchored studs 229 153 105 62 20.9 15 7.7Anchoring depth 10d hnom [mm] 80 100 120 160 200 240 300Quantity of anchored studs 192 127 90 52 17.1 12.1 6.3Anchoring depth 12d hnom [mm] 100 120 145 190 240 290 360Quantity of anchored studs 158 108 76 45 14.4 10.1 5.3

* approximate values

resin consumption for bonded anchorsbonded anchors - Threaded rods


r-kex

AA102

B



r-KeX – Pure epoxy resin for concrete

FEATuRES:• Low shrinkage• Can be installed in diamond drilled holesR-STuDS • R-STUDS – Carbon steel, class 5.8, acc. to EN ISO 898-1• R-STUDS-88 – Carbon steel, class 8.8 acc. to EN ISO 898-1• Coating thickness 5μm acc. to EN ISO 4042

R-STUDS-A4 – stainless steel grade A4-70, A4-80 acc. to EN ISO 3506

• Material 1.4401, 1.4404, 1.4571 acc. to EN 10088 APPROVALS AND REPORTS:

R-STUDS

R-STUDS-FLR-KEX

P R O D U C T I N F O R M AT I O N

BASE MATERIAL:• Non-cracked concrete (Option 7) C20/25-C50/60 • Reinforced and unreinforced concrete • Dry or wet concrete (Category 1) • Water filled holes, except sea water (Category 2)

Size

Product Code Anchor Fixture

Steel class 5.8 Steel class 8.8 Steel grade A4

Diameter LengthMax.

thicknessHole

diameter

d Ltfix,

for hstanddf

[mm] [mm] [mm] [mm]

M8R-STUDS-08110 R-STUDS-08110-88 R-STUDS-08110-A4 8 110 20 9

R-STUDS-08160 - R-STUDS-08160-A4 8 160 70 9

M10

R-STUDS-10130 R-STUDS-10130-88 R-STUDS-10130-A4 10 130 28 12

R-STUDS-10170 - R-STUDS-10170-A4 10 170 68 12

R-STUDS-10190 - R-STUDS-10190 -A4 10 190 88 12

M12


R-STUDS-12190 - R-STUDS-12190-A4 12 190 65 14

R-STUDS-12220 - R-STUDS-12220-A4 12 220 95 14

R-STUDS-12260 - R-STUDS-12260-A4 12 260 135 14

R-STUDS-12300 - R-STUDS-12300-A4 12 300 175 14

M16


R-STUDS-16220 - R-STUDS-16220-A4 16 220 76 18

R-STUDS-16260 - R-STUDS-16260-A4 16 260 116 18

R-STUDS-16300 - R-STUDS-16300-A4 16 300 156 18

R-STUDS-16380 - R-STUDS-16380-A4 16 380 236 18

M20


R-STUDS-20300 - R-STUDS-20300-A4 20 300 107 22

R-STUDS-20350 - R-STUDS-20350-A4 20 350 157 22

M24 R-STUDS-24300 R-STUDS-24300-88 R-STUDS-24300-A4 24 300 62 26


• AT-15-7047/2010 • AT-02-2763/2011

B


r-kex

103

B



MINIMUM CURING AND WORKING TIME

1. Drill hole to the required diameter and depth for stud size being used 2. Clean the hole with brush and hand pump at least four times each. 3. Insert cartridge into gun and attach nozzle. 4. Dispense to waste until an even colour is obtained. 5. Insert the mixing nozzle to the far end the hole and inject the resin, slowly withdrawing the nozzle as the hole is filled to 2/3 of its

depth.6. Immediately insert the stud, slowly and with with slight twisting motion. Remove any excess resin around the hole before it sets

and leave it undisturbed until the curing time elapses.7. Attach fixture and tighten the nut to the required torque.

INSTALLATION GuIDE

Resin temperature

Concrete temperature

Curing time* Working time

[0C] [0C] [min] [min]

5 5 960 180

10 10 600 120

15 15 300 60

20 20 270 50

25 25 240 40

25 30 180 20

*For wet concrete the curing time must be doubled.

Size M8 M10 M12 M16 M20 M24 M30

Anchor diameter d [mm] 8 10 12 16 20 24 30


Torque Tinst [Nm] 10 20 40 80 120 180 300

Min. hole depth in substrate h0 [mm] hef + 5

Installation depth hnom [mm] 80 90 110 125 170 210 270

Min. substrate thickness hmin [mm] hef + 30 ≥ 100 hef + 2*d0

Min. spacing smin [mm] 0.5 * hef ≥ 40

Min. edge distance cmin [mm] 0.5 * hef ≥ 40

I N S TA L L AT I O N DATA


r-kex

AA104

B


steel failure


Performance data for single anchor without influence of edge distance and spacing.

B A S I C P E R F O R M A N C E DATA

Size M8 M10 M12 M16 M20 M24 M30

MEAN uLTIMATE LOAD

TENSION LOADS NRu,m

R-STUDS (5.8)

Standard embedment depth [kN] 21.60 34.80 50.40 87.60 121.22 149.71 285.90

R-STUDS -88 (8.8)


R-STUDS -A4 (A4-70)


SHEAR LOADS VRu,m

R-STUDS [kN] 18.30 29.00 42.15 78.50 122.50 176.50 280.50

R-STUDS 8.8 [kN] 29.28 46.40 67.44 125.60 196.00 282.40 448.80

R-STUDS A4 [kN] 25.62 40.60 59.01 109.90 171.50 247.10 392.70

CHARACTERISTIC RESISTANCE

TENSION LOADS NRk

R-STUDS (5.8)


R-STUDS -88 (8.8)


R-STUDS -A4 (A4-70)


SHEAR LOADS VRk

R-STUDS [kN] 9.00 14.00 21.00 39.00 61.00 88.00 140.00

R-STUDS 8.8 [kN] 15.00 23.00 34.00 63.00 98.00 141.00 224.00

R-STUDS A4 [kN] 13.00 20.00 29.00 55.00 86.00 124.00 196.00

* partial safety factor 1.4

B


r-kex

105

B


Size M8 M10 M12 M16 M20 M24 M30

DESIGN LOAD

TENSION LOADS NRd

R-STUDS (5.8)


R-STUDS -88 (8.8)


R-STUDS -A4 (A4-70)


SHEAR LOADS VRd

R-STUDS [kN] 7.20 11.20 16.80 31.20 48.80 70.40 112.00

R-STUDS 8.8 [kN] 12.00 18.40 27.20 50.40 78.40 112.80 179.20

R-STUDS A4 [kN] 8.33 12.82 18.59 35.26 55.13 79.49 125.64

* partial safety factor 1.4 steel failure

Size M8 M10 M12 M16 M20 M24 M30

Nominal tensile strength

R-STUDS

fuk [N/mm2]

520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700

Nominal yield strength

R-STUDS

fyk [N/mm2]

420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350

Cross sectional area As [mm2] 36.6 58.0 84.3 157.0 245.0 352.8 559.8

Section modulus Wel [mm3] 31.2 62.3 109.2 277.5 541.0 935.0 1868.0

Characteristic bending moment

R-STUDS

M0Rk,s [Nm]

19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1

Allowable bending moment

R-STUDS

M [Nm]

11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5

MECHANICAL PROPERTIES

RECOMMENDED LOAD*

TENSION LOADS Nrec

R-STUDS (5.8)


R-STUDS -88 (8.8)


R-STUDS -A4 (A4-70)


SHEAR LOADS Vrec

R-STUDS [kN] 5.14 8.00 12.00 22.29 34.86 50.29 80.00

R-STUDS 8.8 [kN] 8.57 13.14 19.43 36.00 56.00 80.57 128.00

R-STUDS A4 [kN] 5.95 9.16 13.28 25.18 39.38 56.78 89.74


r-kex

AA106

B


Size M8 M10 M12 M16 M20 M24 M30

Embedment depth hef [mm] 80 90 110 125 170 210 270

TENSION LOADS

STEEL FAILuRE, STEEL CLASS 5.8

Characteristic resistance NRk,s [kN] 18.00 29.00 42.00 78.00 122.00 176.00 280.00

Design resistance γMs=1.5 NRd,s [kN] 12.00 19.33 28.00 52.00 81.33 117.33 186.67




STEEL FAILuRE, STEEL GRADE A4-70



PuLL-OuT FAILuRE; NON-CRACKED CONCRETE C20/25 (400C/240C)

Characteristic resistance NRk,p [kN] 21.50 33.80 52.90 73.40 110.20 136.10 266.80

Design resistance γMc=2.52 NRd,p [kN] 8.53 13.41 20.99 29.13 43.73 54.01 105.87

Increasing factors for NRd,p

C30/37 - 1.04 1.04 1.04 1.04 1.04 1.00 1.00

C40/50 - 1.07 1.07 1.07 1.07 1.07 1.00 1.00

C50/60 - 1.09 1.09 1.09 1.09 1.09 1.00 1.00

Spacing scr,N [mm] 240 270 330 375 510 596 810

Edge distance ccr,N [mm] 120 135 165 188 255 298 405

SHEAR LOADS

CONCRETE EDGE FAILuRE; NON-CRACKED CONCRETE C20/25

Edge distance c1 [mm] 40 45 55 63 85 105 135

Characteristic resistance for c1 VRk,c [kN] 5.60 7.00 9.84 12.80 21.10 30.13 46.08

Design resistance γMc=1.5 VRd,c [kN] 3.73 4.67 6.56 8.53 14.07 20.09 30.72


Characteristic resistance without lever arm VRk,s [kN] 9.00 14.00 21.00 39.00 61.00 88.00 140.00

Design resistance γMs=1.25 VRd,s [kN] 7.20 11.20 16.80 31.20 48.80 70.40 112.00







PERFORMANCE DATA – STANDARD EMBEDMENT DEPTH


D E S I G N P E R F O R M A NCE DATA

B


r-kex

107

B


EDGE DISTANCE AND SPACING FOR CONCRETE

EDGE DISTANCE (TENSION)

EDGE DISTANCE (SHEAR)

SPACING

CV

CN

cN[mm]

M8 M10 M12 M16 M20 M24 M30

≥1.28hmin hmin ≥1.31hmin hmin ≥1.35hmin hmin ≥1.38hmin hmin ≥hmin ≥hmin ≥hmin

40 0.53 0.4845 0.56 0.50 0.53 0.4855 0.61 0.53 0.58 0.51 0.53 0.5063 0.65 0.56 0.62 0.54 0.56 0.52 0.53 0.5085 0.78 0.65 0.72 0.61 0.65 0.59 0.61 0.56 0.53

105 0.90 0.73 0.83 0.68 0.73 0.66 0.68 0.62 0.58 0.54120 1.00 0.80 0.91 0.74 0.79 0.71 0.73 0.66 0.62 0.57135 0.84 1.00 0.80 0.86 0.76 0.79 0.71 0.66 0.60 0.53165 0.91 0.87 1.00 0.88 0.91 0.80 0.74 0.66 0.58190 0.98 0.92 0.93 1.00 0.88 0.81 0.71 0.62200 1.00 0.94 0.95 0.90 0.83 0.74 0.63225 1.00 1.00 0.95 0.91 0.79 0.67255 1.00 1.00 0.87 0.72315 1.00 0.83340 0.88405 1.00

cV[mm]

M8 M10 M12 M16 M20 M24 M30

h≥1.5cV hmin h≥1.5cV hmin h≥1.5cV hmin h≥1.5cV hmin h≥1.5cV hmin h≥1.5cV hmin h≥1.5cV hmin

40 1.00 1.0045 1.19 1.19 1.00 1.0055 1.61 1.61 1.35 1.35 1.00 1.0063 1.98 1.98 1.66 1.66 1.23 1.23 1.00 1.0085 3.10 2.88 2.60 2.52 1.92 1.92 1.57 1.57 1.00 1.00

105 4.25 3.55 3.56 3.11 2.64 2.49 2.15 2.13 1.37 1.37 1.00 1.00120 4.06 4.35 3.56 3.22 2.84 2.63 2.44 1.68 1.68 1.22 1.22135 5.20 4.00 3.85 3.20 3.14 2.74 2.00 2.00 1.46 1.46 1.00 1.00150 4.44 4.50 3.55 3.67 3.05 2.34 2.31 1.71 1.71 1.17 1.17180 5.92 4.26 4.83 3.66 3.08 2.77 2.24 2.23 1.54 1.54225 5.33 6.75 4.57 4.31 3.46 3.14 2.78 2.15 2.15250 7.90 5.08 5.04 3.85 3.67 3.09 2.52 2.40300 6.10 4.62 4.83 3.71 3.31 2.88350 7.12 4.33 4.17 3.36400 4.95 5.10 3.84450 4.32500 4.80550 5.28

s[mm]

M8 M10 M12 M16 M20 M24 M30


40 0.58 0.5545 0.59 0.56 0.58 0.5555 0.61 0.57 0.60 0.56 0.58 0.5663 0.63 0.58 0.62 0.57 0.60 0.57 0.58 0.5685 0.68 0.61 0.66 0.59 0.63 0.60 0.61 0.59 0.58

105 0.72 0.63 0.69 0.62 0.66 0.62 0.64 0.61 0.60 0.58135 0.78 0.67 0.75 0.65 0.70 0.65 0.68 0.64 0.63 0.61 0.58150 0.81 0.69 0.78 0.67 0.73 0.67 0.70 0.65 0.65 0.62 0.59200 0.92 0.75 0.87 0.72 0.80 0.73 0.77 0.70 0.70 0.66 0.62250 1.00 0.81 0.96 0.78 0.88 0.78 0.83 0.75 0.75 0.70 0.65300 0.88 1.00 0.83 0.95 0.84 0.90 0.80 0.79 0.74 0.69350 0.94 0.89 1.00 0.90 0.97 0.85 0.84 0.78 0.72400 1.00 0.94 0.95 1.00 0.90 0.89 0.82 0.75450 1.00 1.00 0.95 0.94 0.86 0.78510 1.00 1.00 0.90 0.81550 0.94 0.84600 0.98 0.87680 1.00 0.92810 1.00

Reduction factors for edge distance <Ccr,N applicable to NRd or Nrec from 'Basic Performance' tables

Table only valid for one edge<Ccr,N and S≥Scr,N

For other cases use theRawlplug Anchor Calculator

Increasing factors for edge distance >Cmin applicable to VRd,c from ‘Design Performance’ table

Table only valid for one edge>Cmin and S≥3Cv

For other cases use theRawlplug Anchor CalculatorEnsure factored VRd,c≤VRd,s

for anchorage steel grade

Reduction factors for spacing <Scr,N applicable to NRd/VRd or Nrec/Vrec from 'Basic Performance' tables

Table only valid for one spacing<Scr,N and C≥Ccr,N



AA108

B

bonded anchors - Threaded rodsR-kER

BASE MATERIAL:• Non-cracked concrete (Option 7) C20/25-C50/60 • Reinforced and unreinforced concrete • Dry or wet concrete (Category 1) • Water filled holes, except sea water (Category 2) APPROVALS AND REPORTS:• ETA-10/0055 • AT-02-2763/2011

Size



Diameter LengthMax.

thicknessHole

diameter

d Ltfix,

for hmin

tfix, for hstand

tfix, for hmax

df

[mm] [mm] [mm] [mm] [mm] [mm]

M8R-STUDS-08110 R-STUDS-08110-88 R-STUDS-08110-A4 8 110 40 20 - 9

R-STUDS-08160 - R-STUDS-08160-A4 8 160 90 70 50 9

M10

R-STUDS-10130 R-STUDS-10130-88 R-STUDS-10130-A4 10 130 48 28 - 12

R-STUDS-10170 - R-STUDS-10170-A4 10 170 88 68 38 12

R-STUDS-10190 - R-STUDS-10190 -A4 10 190 108 88 58 12

M12


R-STUDS-12190 - R-STUDS-12190-A4 12 190 95 65 30 14

R-STUDS-12220 - R-STUDS-12220-A4 12 220 125 95 60 14

R-STUDS-12260 - R-STUDS-12260-A4 12 260 165 135 100 14

R-STUDS-12300 - R-STUDS-12300-A4 12 300 205 175 140 14

M16


R-STUDS-16220 - R-STUDS-16220-A4 16 220 101 76 11 18

R-STUDS-16260 - R-STUDS-16260-A4 16 260 141 116 51 18

R-STUDS-16300 - R-STUDS-16300-A4 16 300 181 156 91 18

R-STUDS-16380 - R-STUDS-16380-A4 16 380 261 236 171 18

M20


R-STUDS-20300 - R-STUDS-20300-A4 20 300 197 107 37 22

R-STUDS-20350 - R-STUDS-20350-A4 20 350 247 157 87 22

M24 R-STUDS-24300 R-STUDS-24300-88 R-STUDS-24300-A4 24 300 132 62 - 26


FEATuRES:• Several embedment depths • Without styrene (odourless) • R-KER - standard version • R-KER-W - winter version R-STuDS• R-STUDS – Carbon steel, class 5.8, acc. to EN ISO 898-1• R-STUDS-88 – Carbon steel, class 8.8 acc. to EN ISO 898-1• Coating thickness 5μm acc. to EN ISO 4042

R-STUDS-A4 – stainless steel grade A4-70, A4-80 acc. to EN ISO 3506

• Material 1.4401, 1.4404, 1.4571 acc. to EN 10088

R-STUDS

R-STUDS-FLR-KER



r-Ker – Vinylester styrene free resin

B


109

B

bonded anchors - Threaded rods R-kER


1. Drill hole to the required diameter and depth for stud size being used. 2. Clean the hole with brush and hand pump at least four times each. 3. Insert cartridge into gun and attach nozzle. 4. Dispense to waste until an even colour is obtained. 5. Insert the mixing nozzle to the far end the hole and inject the resin, slowly withdrawing the nozzle as the hole is filled

to 2/3 of its depth.6. Immediately insert the stud, slowly and with with slight twisting motion. Remove any excess resin around the hole before it sets

and leave it undisturbed until the curing time elapses.7. Attach fixture and tighten the nut to the required torque.

INSTALLATION GuIDE

Resin temperature



R-KER R-KER-W R-KER R-KER-W

[0C] [0C] [min] [min] [min] [min]

5 -20 - 1440 - 100

5 -15 - 960 - 60

5 -10 - 480 - 30

5 -5 240 240 60 16

5 0 180 120 40 12

5 5 120 60 20 8

10 10 80 45 12 5

15 15 60 30 8 3

20 20 45 10 5 2

25 30 20 - 2 -

25 40 10 - 0.5 -


Size M8 M10 M12 M16 M20 M24 M30



Torque Tinst [Nm] 10 20 40 80 120 180 300


Installation depthhnom, min [mm] 60 70 80 100 120 140 165

hnom, max [mm] 100 120 145 190 240 290 360







AA110

B


Size M8 M10 M12 M16 M20 M24 M30

MEAN uLTIMATE LOAD

TENSION LOADS NRu,m

R-STUDS (5.8)

Minimum embedment depth [kN] 21.50 32.30 41.90 60.20 76.80 104.00 117.70


Maximum embedment depth [kN] 21.60 34.80 50.40 93.60 146.40 211.20 256.70

R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRu,m

R-STUDS [kN] 18.30 29.00 42.15 78.50 122.50 176.50 280.50

R-STUDS 8.8 [kN] 29.28 46.40 67.44 125.60 196.00 282.40 448.80

R-STUDS A4 [kN] 25.62 40.60 59.01 109.90 171.50 247.10 392.70


TENSION LOADS NRk

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRk

R-STUDS [kN] 9.00 14.00 21.00 39.00 61.00 88.00 140.00

R-STUDS 8.8 [kN] 15.00 23.00 34.00 63.00 98.00 141.00 224.00

R-STUDS A4 [kN] 13.00 20.00 29.00 55.00 86.00 124.00 196.00

* partial safety factor 1.4steel failure


B A S I C P E R F O R M A N C E DATA Performance data for single anchor without influence of edge distance and spacing.

R-kER

B


111

B



Size M8 M10 M12 M16 M20 M24 M30

DESIGN LOAD

TENSION LOADS NRd

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRd

R-STUDS [kN] 7.20 11.20 16.80 31.20 48.80 70.40 112.00

R-STUDS 8.8 [kN] 12.00 18.40 27.20 50.40 78.40 112.80 179.20

R-STUDS A4 [kN] 8.33 12.82 18.59 35.26 55.13 79.49 125.64

RECOMMENDED LOAD*

TENSION LOADS Nrec

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS Vrec

R-STUDS [kN] 5.14 8.00 12.00 22.29 34.86 50.29 80.00

R-STUDS 8.8 [kN] 8.57 13.14 19.43 36.00 56.00 80.57 128.00

R-STUDS A4 [kN] 5.95 9.16 13.28 25.18 39.38 56.78 89.74

R-kER


AA112

B


Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS












Design resistance γMc=1.8 (M8-M20 / 2.1 (M24-M30)

NRd,p [kN] 10.89 15.89 21.78 30.72 39.78 45.24 51.86



Design resistance γMc=1.8 (M8-M20) / 2.1 (M24-M30)

NRd,p [kN] 8.39 13.44 16.78 25.11 31.39 35.19 40.71


C30/37 - 1.04 1.04 1.04 1.04 1.00 1.00 1.00

C40/50 - 1.07 1.07 1.07 1.07 1.00 1.00 1.00

C50/60 - 1.09 1.09 1.09 1.09 1.00 1.00 1.00

Spacing scr,N [mm] 180 210 240 300 360 420 495


SHEAR LOADS














PERFORMANCE DATA – MINIMUM EMBEDMENT DEPTH



R-kER

B


113

B





SPACING

CV

CN

s [mm]

M8 M10 M12 M16 M20 M24 M30


40 0.61 0.57 0.60 0.56 0.58 0.5650 0.64 0.58 0.62 0.57 0.60 0.58 0.58 0.5660 0.67 0.60 0.64 0.59 0.63 0.59 0.60 0.58 0.5870 0.69 0.62 0.67 0.60 0.65 0.61 0.62 0.59 0.60 0.5885 0.72 0.64 0.70 0.62 0.68 0.63 0.64 0.61 0.62 0.60 0.59

100 0.75 0.67 0.74 0.64 0.71 0.66 0.67 0.63 0.64 0.62 0.60125 0.80 0.71 0.80 0.68 0.76 0.70 0.71 0.66 0.67 0.65 0.63150 0.85 0.75 0.86 0.71 0.81 0.73 0.75 0.69 0.71 0.68 0.65180 0.90 0.80 0.93 0.76 0.88 0.78 0.80 0.73 0.75 0.71 0.68200 0.94 0.83 0.98 0.79 0.92 0.81 0.83 0.75 0.78 0.74 0.70225 0.99 0.88 1.00 0.82 0.97 0.85 0.88 0.78 0.81 0.77 0.73250 1.00 0.92 0.86 1.00 0.89 0.92 0.81 0.85 0.80 0.75275 0.96 0.89 0.93 0.96 0.84 0.88 0.83 0.78300 1.00 0.93 0.97 1.00 0.88 0.92 0.86 0.80325 0.96 1.00 0.91 0.95 0.89 0.83360 1.00 0.95 1.00 0.93 0.86400 1.00 0.98 0.90440 1.00 0.94500 1.00

cV

[mm]

M8 M10 M12 M16 M20 M24 M30


40 1.00 1.00 1.00 1.00 1.00 1.0050 1.40 1.40 1.40 1.40 1.40 1.40 1.00 1.0060 1.84 1.84 1.84 1.84 1.84 1.84 1.31 1.31 1.00 1.0070 2.32 2.26 2.32 2.26 2.32 2.32 1.66 1.66 1.26 1.26 1.00 1.0083 2.99 2.68 2.99 2.68 2.99 2.81 2.14 2.14 1.63 1.63 1.29 1.29 1.00 1.0090 3.38 2.90 3.38 2.90 3.38 3.05 2.41 2.37 1.84 1.84 1.46 1.46 1.13 1.13

100 3.95 3.23 3.95 3.23 3.95 3.39 2.83 2.63 2.15 2.15 1.71 1.71 1.32 1.32120 3.87 5.20 3.87 5.20 4.06 3.72 3.16 2.83 2.73 2.24 2.24 1.74 1.74150 4.84 7.26 5.08 5.20 3.95 3.95 3.42 3.14 2.93 2.43 2.43165 5.33 8.38 5.59 5.99 4.34 4.56 3.76 3.62 3.22 2.80 2.73180 5.81 6.09 6.83 4.74 5.20 4.10 4.12 3.51 3.19 2.98210 7.11 8.61 5.53 6.55 4.78 5.20 4.10 4.02 3.48250 8.46 11.18 6.58 8.51 5.69 6.75 4.88 5.23 4.14300 7.90 6.83 8.87 5.86 6.87 4.97350 9.22 7.97 6.83 8.66 5.79400 10.53 7.81 10.58 6.62450 8.78 7.45500 8.28550 9.10600 9.93

cN[mm]

M8 M10 M12 M16 M20 M24 M30


40 0.60 0.53 0.56 0.50 0.53 0.5050 0.65 0.58 0.62 0.54 0.58 0.54 0.53 0.5060 0.71 0.63 0.68 0.59 0.64 0.58 0.57 0.53 0.5370 0.77 0.68 0.75 0.63 0.69 0.63 0.62 0.57 0.57 0.5385 0.87 0.77 0.85 0.70 0.78 0.70 0.68 0.62 0.62 0.58 0.5490 0.90 0.80 0.89 0.72 0.81 0.72 0.70 0.64 0.64 0.59 0.55

105 0.96 0.85 1.00 0.80 0.90 0.80 0.77 0.69 0.69 0.64 0.59120 1.00 0.90 0.84 1.00 0.88 0.85 0.75 0.75 0.68 0.63150 1.00 0.93 0.97 1.00 0.88 0.87 0.78 0.71165 0.97 1.00 0.91 0.93 0.84 0.75180 1.00 0.95 1.00 0.89 0.79210 1.00 1.00 0.88250 1.00












R-kER


AA114

B


Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 14.50 20.44 29.94 38.39 56.39 67.86 75.38




NRd,p [kN] 11.17 17.28 23.06 31.39 44.50 52.76 59.24


C30/37 - 1.04 1.04 1.04 1.04 1.00 1.00 1.00

C40/50 - 1.07 1.07 1.07 1.07 1.00 1.00 1.00

C50/60 - 1.09 1.09 1.09 1.09 1.00 1.00 1.00

Spacing scr,N [mm] 211 263 316 375 450 526 580


SHEAR LOADS



Characteristic resistance for c1VRk,c [kN] 5.60 7.00 9.84 12.80 21.10 30.13 38.66












R-kER

B


115

B




SPACING

CV

CN


s

[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.28hminhmin

≥1.31hmin

hmin≥

1.35hminhmin

≥1.38hmin

hmin≥

1.34hminhmin

≥1.36hmin

hmin≥

1.34hminhmin

40 0.59 0.5545 0.61 0.56 0.59 0.5555 0.63 0.57 0.60 0.56 0.59 0.5663 0.65 0.58 0.62 0.57 0.60 0.57 0.58 0.5685 0.70 0.61 0.66 0.59 0.63 0.60 0.61 0.59 0.59 0.58

105 0.75 0.63 0.70 0.62 0.67 0.62 0.64 0.61 0.62 0.60 0.60 0.58120 0.78 0.65 0.73 0.63 0.69 0.64 0.66 0.62 0.63 0.62 0.61 0.60 0.60 0.58150 0.86 0.69 0.78 0.67 0.74 0.67 0.70 0.65 0.67 0.65 0.64 0.62 0.63 0.60180 0.93 0.73 0.84 0.70 0.78 0.70 0.74 0.68 0.70 0.68 0.67 0.64 0.66 0.63200 0.96 0.75 0.88 0.72 0.82 0.73 0.77 0.70 0.72 0.70 0.69 0.66 0.67 0.64225 1.00 0.78 0.93 0.75 0.86 0.76 0.80 0.73 0.75 0.72 0.71 0.68 0.69 0.66280 0.85 1.00 0.81 0.94 0.82 0.87 0.78 0.81 0.77 0.77 0.72 0.74 0.69320 0.90 0.86 1.00 0.86 0.93 0.82 0.86 0.81 0.80 0.75 0.78 0.72400 1.00 0.94 0.95 1.00 0.90 0.94 0.89 0.88 0.82 0.85 0.78450 1.00 1.00 0.95 1.00 0.94 0.93 0.86 0.89 0.81500 1.00 0.99 0.98 0.90 0.93 0.85550 1.00 1.00 0.94 0.97 0.88630 1.00 1.00 0.94760 1.00

cV

[mm]

M8 M10 M12 M16 M20 M24 M30h≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

40 1.00 1.0045 1.19 1.19 1.00 1.0055 1.61 1.61 1.35 1.35 1.00 1.0063 1.98 1.98 1.66 1.66 1.23 1.23 1.00 1.0085 3.10 2.88 2.60 2.52 1.92 1.92 1.57 1.57 1.00 1.00

105 4.25 3.55 3.56 3.11 2.64 2.49 2.15 2.13 1.37 1.37 1.00 1.00120 4.06 4.35 3.56 3.22 2.84 2.63 2.44 1.68 1.68 1.22 1.22 1.00 1.00150 4.44 4.50 3.55 3.67 3.05 2.34 2.31 1.71 1.71 1.40 1.40180 5.92 4.26 4.83 3.66 3.08 2.77 2.24 2.23 1.84 1.84225 5.33 6.75 4.57 4.31 3.46 3.14 2.78 2.57 2.46250 7.90 5.08 5.04 3.85 3.67 3.09 3.01 2.73300 6.10 4.62 4.83 3.71 3.95 3.28350 7.12 4.33 4.98 3.83400 4.95 6.09 4.37450 4.92500 5.47550 6.01

cN

[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.28hminhmin

≥1.31hmin

hmin≥

1.35hminhmin

≥1.38hmin

hmin≥

1.34hminhmin

≥1.36hmin

hmin≥

1.34hminhmin

40 0.56 0.4945 0.59 0.51 0.54 0.4855 0.65 0.55 0.59 0.51 0.54 0.5063 0.70 0.58 0.62 0.54 0.57 0.53 0.53 0.5085 0.85 0.67 0.74 0.62 0.66 0.60 0.61 0.56 0.56 0.54

105 0.98 0.76 0.84 0.69 0.75 0.66 0.68 0.62 0.62 0.59 0.57 0.55120 1.00 0.80 0.93 0.75 0.82 0.72 0.73 0.66 0.66 0.63 0.61 0.58 0.58 0.55140 0.85 1.00 0.81 0.91 0.79 0.81 0.72 0.72 0.69 0.66 0.62 0.63 0.59165 0.91 0.87 1.00 0.88 0.91 0.80 0.80 0.76 0.72 0.68 0.68 0.63180 0.95 0.90 0.91 0.97 0.85 0.85 0.80 0.76 0.71 0.72 0.66200 1.00 0.94 0.95 1.00 0.90 0.91 0.86 0.82 0.76 0.77 0.71225 1.00 1.00 0.95 1.00 0.94 0.89 0.82 0.83 0.76265 1.00 1.00 1.00 0.92 0.93 0.85300 0.98 1.00 0.92320 1.00 0.94360 1.00











R-kER


AA116

B


PERFORMANCE DATA – MAXIMUM EMBEDMENT DEPTH

Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 18.17 27.22 39.50 58.39 79.61 93.71 113.10




NRd,p [kN] 13.94 23.06 30.39 47.78 62.83 72.90 88.86


C30/37 - 1.04 1.04 1.04 1.04 1.00 1.00 1.00

C40/50 - 1.07 1.07 1.07 1.07 1.00 1.00 1.00

C50/60 - 1.09 1.09 1.09 1.09 1.00 1.00 1.00

Spacing scr,N [mm] 211 263 316 388 450 526 580


SHEAR LOADS














R-kER

B


117

B




SPACING

CV

CN


s [mm]

M8 M10 M12 M16 M20 M24 M30≥

1.33hminhmin

≥1.37hmin

hmin

≥1.40hmin

hmin

≥1.44hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

50 0.62 0.5560 0.64 0.56 0.61 0.5573 0.67 0.57 0.64 0.56 0.62 0.5695 0.73 0.60 0.68 0.58 0.65 0.58 0.62 0.56

100 0.74 0.60 0.69 0.58 0.66 0.59 0.63 0.57120 0.78 0.62 0.73 0.60 0.69 0.60 0.65 0.58 0.63 0.58145 0.84 0.65 0.78 0.62 0.73 0.63 0.69 0.60 0.66 0.60 0.64 0.58180 0.91 0.68 0.84 0.65 0.78 0.66 0.73 0.62 0.70 0.63 0.67 0.60 0.66 0.58200 0.93 0.70 0.88 0.67 0.82 0.67 0.76 0.63 0.72 0.64 0.69 0.61 0.67 0.59225 0.97 0.73 0.93 0.69 0.86 0.69 0.79 0.65 0.75 0.66 0.71 0.63 0.69 0.60250 1.00 0.75 0.97 0.71 0.90 0.72 0.82 0.66 0.78 0.67 0.74 0.64 0.72 0.62280 0.78 1.00 0.73 0.94 0.74 0.86 0.68 0.81 0.69 0.77 0.66 0.74 0.63320 0.82 0.77 1.00 0.78 0.91 0.71 0.86 0.72 0.80 0.68 0.78 0.65400 0.90 0.83 0.84 1.00 0.76 0.94 0.78 0.88 0.73 0.85 0.69450 0.95 0.88 0.89 0.80 1.00 0.81 0.93 0.76 0.89 0.71500 1.00 0.92 0.93 0.83 0.85 0.98 0.79 0.93 0.73550 0.96 0.97 0.86 0.88 1.00 0.82 0.97 0.75630 1.00 1.00 0.91 0.94 0.86 1.00 0.79760 1.00 1.00 0.94 0.85950 1.00 0.94

1100 1.00

cV

[mm]

M8 M10 M12 M16 M20 M24 M30


50 1.00 1.0060 1.31 1.31 1.00 1.0073 1.76 1.76 1.34 1.34 1.00 1.0095 2.62 2.50 1.99 1.99 1.48 1.48 1.00 1.00

100 2.83 2.63 2.15 2.15 1.60 1.60 1.08 1.08105 2.76 2.32 2.26 1.73 1.73 1.16 1.16120 2.83 2.58 2.11 2.08 1.42 1.42 1.00 1.00145 3.76 3.12 2.80 2.51 1.89 1.89 1.33 1.33 1.00 1.00180 3.87 3.87 3.12 2.61 2.35 1.84 1.84 1.38 1.38 1.00 1.00200 3.46 3.05 2.62 2.15 2.11 1.62 1.62 1.17 1.17230 3.77 3.01 2.65 2.42 2.00 2.00 1.44 1.44250 3.27 2.64 2.26 2.17 1.64 1.64300 3.92 2.98 2.61 2.15 2.10350 3.04 2.71 2.45400 3.31 2.80450 3.15

cN

[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.33hminhmin

≥1.37hmin

hmin≥

1.40hminhmin

≥1.44hmin

hmin≥

1.41hminhmin

≥1.41hmin

hmin≥

1.41hminhmin

50 0.62 0.5160 0.68 0.54 0.61 0.5073 0.77 0.59 0.67 0.54 0.61 0.5295 0.89 0.67 0.79 0.60 0.70 0.58 0.63 0.53

100 0.92 0.69 0.82 0.62 0.73 0.60 0.65 0.54120 0.99 0.74 0.93 0.68 0.82 0.66 0.72 0.58 0.66 0.57140 1.00 0.78 1.00 0.73 0.91 0.72 0.79 0.63 0.72 0.62145 0.79 0.74 0.94 0.73 0.81 0.64 0.73 0.63 0.72 0.58165 0.83 0.78 1.00 0.78 0.88 0.69 0.80 0.67 0.76 0.61180 0.86 0.80 0.81 0.94 0.72 0.85 0.70 0.82 0.64 0.72 0.59200 0.90 0.83 0.84 1.00 0.76 0.91 0.75 0.89 0.68 0.77 0.62225 0.95 0.88 0.89 0.80 1.00 0.81 1.00 0.73 0.83 0.66265 1.00 0.94 0.96 0.85 0.87 0.80 0.93 0.73300 1.00 1.00 0.89 0.92 0.84 1.00 0.78360 0.97 1.00 0.91 0.83400 1.00 0.96 0.87450 1.00 0.92550 1.00











R-kER


AA118

B


Size M8 M10 M12 M16 M20 M24 M30

TENSION LOADS

STEEL FAILuRE

Characteristic resistance NRk,s [kN] fuk •As

Design resistance NRd,s [kN]NRks γMs

Partial safety factor for steel class 5.8 and 8.8 γMs - 1.50

Partial safety factor for steel grade A4-70 γMs - 1.87

PULL-OUT FAILURE

Temperature range I: 40ºC/24ºC τRk,ucr [kN/mm2] 13.00 13.00 13.00 11.00 9.50 9.00 7.00

Temperature range II: 80ºC/50ºC τRk,ucr [kN/mm2] 10.00 11.00 10.00 9.00 7.50 7.00 5.50

Characteristic resistance NRk,p [kN] π•d •hef •τRk

Design resistance NRd,p [kN]NRk γMc

Partial safety factor γMc - 1.8 1.8 1.8 1.8 1.8 2.1 2.1

Increasing factors for NRd,p Ψc

- 1.04 1.04 1.04 1.04 1.00 1.00 1.00

- 1.07 1.07 1.07 1.07 1.00 1.00 1.00

- 1.09 1.09 1.09 1.09 1.00 1.00 1.00

Spacing scr,N [mm] 20•d•( τRkucr )0.5

≤3•hef

Edge distance ccr,N [mm]scr,N 2

SHEAR LOADS

CONCRETE EDGE FAILuRE; NON-CRACKED CONCRETE

Edge distance c1 [mm] c1 ≥ cmin=(hef ) ≥ 40

Characteristic resistance for c1 VRk,c [kN] k1•dα•hef

β•√(fck, cube)•c11.5

Safety factor for non-cracked concrete k1 [-] 2.40

α [-] α=0,1•( hef

)0.5

β [-] β=0,1•( d )0.2

Design resistance VRd,c [kN]VRk,c γMs

Partial safety factor γMc - 1.50

STEEL FAILuRE

Characteristic resistance without lever arm VRk,s [kN] 0.5•fuk •As

Design resistance VRd,s [kN]VRks

γMs

Partial safety factor for steel class 5.8 and 8.8 γMs - 1.25

Partial safety factor for steel grade A4-70 γMs - 1.56

7.5

c1

c1

PERFORMANCE DATA – OPTIONAL EMBEDMENT DEPTH

2

R-kER

B


119

B


Size M8 M10 M12 M16 M20 M24 M30


R-STUDS

fuk [N/mm2]

520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700


R-STUDS

fyk [N/mm2]

420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350




R-STUDS

M0Rk,s [Nm]

19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1


R-STUDS

M [Nm]

11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5


M8 M10 M12 M16 M20 M24 M30

cN [mm] For cN ≥ cmin = ( hef ) ≥ 40; ΨcN=0.35+0.5•cN

+0.15•( cN )2

≤ 1

M8 M10 M12 M16 M20 M24 M30

s [mm] For s ≥ smin =(hef ) ≥ 40; Ψs = (( scr,N•s + scr,N) / scr,N

2) ≤ 1


SPACING

2 ccr,N ccr,N

2 2 2


Data about the edge distance and spacing are in table PERFORMANCE DATA - OPTIONAL EMBEDMENT DEPTH.


CV

CN

R-kER



AA120

B

RV-200

BASE MATERIAL::• Non-cracked concrete (Option 7) C20/25 -

C50/60• Reinforced and unreinforced concrete • Dry or wet concrete (Category 1) • Water filled holes, except sea water (Category 2)

APPROVALS AND REPORTS:• ETA-10/0055 • AT-02-2763/2011

FEATuRES:• Several embedment depths • Without styrene (odourless)

RV-200 - standard version RV-200-W - winter version

• Cartridge free system R-STuDS • R-STUDS - Carbon steel, class 5.8, acc. to EN ISO 898-1• R-STUDS-88 - carbon steel, class 8.8 acc. to EN ISO 898-1• Coating thickness 5μm acc. to EN ISO 4042 • R-STUDS-A4 - stainless steel grade A4-70, A4-80 acc. to EN ISO 3506• Material 1.4401, 1.4404, 1.4571 acc. to EN 10088

RV-200



Size



Diameter LengthMax.

thicknessHole

diameter

d Ltfix,

for hmin

tfix, for hstand

tfix, for hmax

df



R-STUDS-08160 - R-STUDS-08160-A4 8 160 90 70 50 9

M10


R-STUDS-10170 - R-STUDS-10170-A4 10 170 88 68 38 12

R-STUDS-10190 - R-STUDS-10190 -A4 10 190 108 88 58 12

M12


R-STUDS-12190 - R-STUDS-12190-A4 12 190 95 65 30 14

R-STUDS-12220 - R-STUDS-12220-A4 12 220 125 95 60 14

R-STUDS-12260 - R-STUDS-12260-A4 12 260 165 135 100 14

R-STUDS-12300 - R-STUDS-12300-A4 12 300 205 175 140 14

M16


R-STUDS-16220 - R-STUDS-16220-A4 16 220 101 76 11 18

R-STUDS-16260 - R-STUDS-16260-A4 16 260 141 116 51 18

R-STUDS-16300 - R-STUDS-16300-A4 16 300 181 156 91 18

R-STUDS-16380 - R-STUDS-16380-A4 16 380 261 236 171 18

M20


R-STUDS-20300 - R-STUDS-20300-A4 20 300 197 107 37 22

R-STUDS-20350 - R-STUDS-20350-A4 20 350 247 157 87 22



rV-200 – Vinylester resin for concrete

R-STUDS

R-STUDS-FL

B



121

B

RV-200

MINIMuM CuRING AND WORKING TIME

1. Drill hole to the required diameter and depth for stud size being used 2. Clean the hole with brush and hand pump at least four times each. 3. Insert foil into gun and attach nozzle. 4. Dispense to waste until an even colour is obtained. 5. Insert the mixing nozzle to the far end the hole and inject the resin, slowly withdrawing the nozzle as the hole is filled to 2/3 of its

depth. 6. Immediately insert the stud, slowly and with with slight twisting motion. Remove any excess resin around the hole before it sets

and leave it undisturbed until the curing time elapses. 7. Attach fixture and tighten the nut to the required torque.

INSTALLATION GuIDE

Resin temperature



RV-200 RV-200-W RV-200 RV-200-W

[0C] [0C] [min] [min] [min] [min]

5 -20 - 1440 - 100

5 -15 - 960 - 60

5 -10 - 480 - 30

5 -5 240 240 60 16

5 0 180 120 40 12

5 5 120 60 20 8

10 10 80 45 12 5

15 15 60 30 8 3

20 20 45 10 5 2

25 30 20 - 2 -

25 40 10 - 0.5 -


Size M8 M10 M12 M16 M20 M24 M30



Torque Tinst [Nm] 10 20 40 80 120 180 300



hnom, max [mm] 100 120 145 190 240 290 360








AA122

B


Size M8 M10 M12 M16 M20 M24 M30

MEAN uLTIMATE LOAD

TENSION LOADS NRu.m

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRu.m

R-STUDS [kN] 18.30 29.00 42.15 78.50 122.50 176.50 280.50

R-STUDS 8.8 [kN] 29.28 46.40 67.44 125.60 196.00 282.40 448.80

R-STUDS A4 [kN] 25.62 40.60 59.01 109.90 171.50 247.10 392.70


TENSION LOADS NRk

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRk

R-STUDS [kN] 9.00 14.00 21.00 39.00 61.00 88.00 140.00

R-STUDS 8.8 [kN] 15.00 23.00 34.00 63.00 98.00 141.00 224.00

R-STUDS A4 [kN] 13.00 20.00 29.00 55.00 86.00 124.00 196.00




RV-200

B



123

B


Size M8 M10 M12 M16 M20 M24 M30

DESIGN LOAD

TENSION LOADS NRd

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRd

R-STUDS [kN] 7.20 11.20 16.80 31.20 48.80 70.40 112.00

R-STUDS 8.8 [kN] 12.00 18.40 27.20 50.40 78.40 112.80 179.20

R-STUDS A4 [kN] 8.33 12.82 18.59 35.26 55.13 79.49 125.64

RECOMMENDED LOAD*

TENSION LOADS Nrec

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS Vrec

R-STUDS [kN] 5.14 8.00 12.00 22.29 34.86 50.29 80.00

R-STUDS 8.8 [kN] 8.57 13.14 19.43 36.00 56.00 80.57 128.00

R-STUDS A4 [kN] 5.95 9.16 13.28 25.18 39.38 56.78 89.74

RV-200



AA124

B

Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS

STEEL FAILuRE. STEEL CLASS 5.8












NRd,p [kN] 10.89 15.89 21.78 30.72 39.78 45.24 51.86




NRd,p [kN] 8.39 13.44 16.78 25.11 31.39 35.19 40.71


C30/37 - 1.04 1.04 1.04 1.04 1.00 1.00 1.00

C40/50 - 1.07 1.07 1.07 1.07 1.00 1.00 1.00

C50/60 - 1.09 1.09 1.09 1.09 1.00 1.00 1.00

Spacing scr.N [mm] 180 210 240 300 360 420 495

Edge distance ccr.N [mm] 90 105 120 150 180 210 248

SHEAR LOADS














PERFORMANCE DATA – MINIMUM EMBEDMENT DEPTH



RV-200

B



125

B




SPACING

CV

CN

s [mm]

M8 M10 M12 M16 M20 M24 M30


40 0.61 0.57 0.60 0.56 0.58 0.5650 0.64 0.58 0.62 0.57 0.60 0.58 0.58 0.5660 0.67 0.60 0.64 0.59 0.63 0.59 0.60 0.58 0.5870 0.69 0.62 0.67 0.60 0.65 0.61 0.62 0.59 0.60 0.5885 0.72 0.64 0.70 0.62 0.68 0.63 0.64 0.61 0.62 0.60 0.59

100 0.75 0.67 0.74 0.64 0.71 0.66 0.67 0.63 0.64 0.62 0.60125 0.80 0.71 0.80 0.68 0.76 0.70 0.71 0.66 0.67 0.65 0.63150 0.85 0.75 0.86 0.71 0.81 0.73 0.75 0.69 0.71 0.68 0.65180 0.90 0.80 0.93 0.76 0.88 0.78 0.80 0.73 0.75 0.71 0.68200 0.94 0.83 0.98 0.79 0.92 0.81 0.83 0.75 0.78 0.74 0.70225 0.99 0.88 1.00 0.82 0.97 0.85 0.88 0.78 0.81 0.77 0.73250 1.00 0.92 0.86 1.00 0.89 0.92 0.81 0.85 0.80 0.75275 0.96 0.89 0.93 0.96 0.84 0.88 0.83 0.78300 1.00 0.93 0.97 1.00 0.88 0.92 0.86 0.80325 0.96 1.00 0.91 0.95 0.89 0.83360 1.00 0.95 1.00 0.93 0.86400 1.00 0.98 0.90440 1.00 0.94500 1.00

cV

[mm]

M8 M10 M12 M16 M20 M24 M30


40 1.00 1.00 1.00 1.00 1.00 1.0050 1.40 1.40 1.40 1.40 1.40 1.40 1.00 1.0060 1.84 1.84 1.84 1.84 1.84 1.84 1.31 1.31 1.00 1.0070 2.32 2.26 2.32 2.26 2.32 2.32 1.66 1.66 1.26 1.26 1.00 1.0083 2.99 2.68 2.99 2.68 2.99 2.81 2.14 2.14 1.63 1.63 1.29 1.29 1.00 1.0090 3.38 2.90 3.38 2.90 3.38 3.05 2.41 2.37 1.84 1.84 1.46 1.46 1.13 1.13

100 3.95 3.23 3.95 3.23 3.95 3.39 2.83 2.63 2.15 2.15 1.71 1.71 1.32 1.32120 3.87 5.20 3.87 5.20 4.06 3.72 3.16 2.83 2.73 2.24 2.24 1.74 1.74150 4.84 7.26 5.08 5.20 3.95 3.95 3.42 3.14 2.93 2.43 2.43165 5.33 8.38 5.59 5.99 4.34 4.56 3.76 3.62 3.22 2.80 2.73180 5.81 6.09 6.83 4.74 5.20 4.10 4.12 3.51 3.19 2.98210 7.11 8.61 5.53 6.55 4.78 5.20 4.10 4.02 3.48250 8.46 11.18 6.58 8.51 5.69 6.75 4.88 5.23 4.14300 7.90 6.83 8.87 5.86 6.87 4.97350 9.22 7.97 6.83 8.66 5.79400 10.53 7.81 10.58 6.62450 8.78 7.45500 8.28550 9.10600 9.93

cN

[mm]

M8 M10 M12 M16 M20 M24 M30


40 0.60 0.53 0.56 0.50 0.53 0.5050 0.65 0.58 0.62 0.54 0.58 0.54 0.53 0.5060 0.71 0.63 0.68 0.59 0.64 0.58 0.57 0.53 0.5370 0.77 0.68 0.75 0.63 0.69 0.63 0.62 0.57 0.57 0.5385 0.87 0.77 0.85 0.70 0.78 0.70 0.68 0.62 0.62 0.58 0.5490 0.90 0.80 0.89 0.72 0.81 0.72 0.70 0.64 0.64 0.59 0.55

105 0.96 0.85 1.00 0.80 0.90 0.80 0.77 0.69 0.69 0.64 0.59120 1.00 0.90 0.84 1.00 0.88 0.85 0.75 0.75 0.68 0.63150 1.00 0.93 0.97 1.00 0.88 0.87 0.78 0.71165 0.97 1.00 0.91 0.93 0.84 0.75180 1.00 0.95 1.00 0.89 0.79210 1.00 1.00 0.88250 1.00











RV-200



AA126

B

Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 14.50 20.44 29.94 38.39 56.39 67.86 75.38




NRd,p [kN] 11.17 17.28 23.06 31.39 44.50 52.76 59.24


C30/37 - 1.04 1.04 1.04 1.04 1.00 1.00 1.00

C40/50 - 1.07 1.07 1.07 1.07 1.00 1.00 1.00

C50/60 - 1.09 1.09 1.09 1.09 1.00 1.00 1.00

Spacing scr,N [mm] 211 263 316 375 450 526 580


SHEAR LOADS















RV-200

B



127

B



SPACING

CV

CN


s[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.28hminhmin

≥1.31hmin

hmin≥

1.35hminhmin

≥1.38hmin

hmin≥

1.34hminhmin

≥1.36hmin

hmin≥

1.34hminhmin

40 0.59 0.5545 0.61 0.56 0.59 0.5555 0.63 0.57 0.60 0.56 0.59 0.5663 0.65 0.58 0.62 0.57 0.60 0.57 0.58 0.5685 0.70 0.61 0.66 0.59 0.63 0.60 0.61 0.59 0.59 0.58

105 0.75 0.63 0.70 0.62 0.67 0.62 0.64 0.61 0.62 0.60 0.60 0.58120 0.78 0.65 0.73 0.63 0.69 0.64 0.66 0.62 0.63 0.62 0.61 0.60 0.60 0.58150 0.86 0.69 0.78 0.67 0.74 0.67 0.70 0.65 0.67 0.65 0.64 0.62 0.63 0.60180 0.93 0.73 0.84 0.70 0.78 0.70 0.74 0.68 0.70 0.68 0.67 0.64 0.66 0.63200 0.96 0.75 0.88 0.72 0.82 0.73 0.77 0.70 0.72 0.70 0.69 0.66 0.67 0.64225 1.00 0.78 0.93 0.75 0.86 0.76 0.80 0.73 0.75 0.72 0.71 0.68 0.69 0.66280 0.85 1.00 0.81 0.94 0.82 0.87 0.78 0.81 0.77 0.77 0.72 0.74 0.69320 0.90 0.86 1.00 0.86 0.93 0.82 0.86 0.81 0.80 0.75 0.78 0.72400 1.00 0.94 0.95 1.00 0.90 0.94 0.89 0.88 0.82 0.85 0.78450 1.00 1.00 0.95 1.00 0.94 0.93 0.86 0.89 0.81500 1.00 0.99 0.98 0.90 0.93 0.85550 1.00 1.00 0.94 0.97 0.88630 1.00 1.00 0.94760 1.00

cV [mm]

M8 M10 M12 M16 M20 M24 M30h≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

40 1.00 1.0045 1.19 1.19 1.00 1.0055 1.61 1.61 1.35 1.35 1.00 1.0063 1.98 1.98 1.66 1.66 1.23 1.23 1.00 1.0085 3.10 2.88 2.60 2.52 1.92 1.92 1.57 1.57 1.00 1.00

105 4.25 3.55 3.56 3.11 2.64 2.49 2.15 2.13 1.37 1.37 1.00 1.00120 4.06 4.35 3.56 3.22 2.84 2.63 2.44 1.68 1.68 1.22 1.22 1.00 1.00150 4.44 4.50 3.55 3.67 3.05 2.34 2.31 1.71 1.71 1.40 1.40180 5.92 4.26 4.83 3.66 3.08 2.77 2.24 2.23 1.84 1.84225 5.33 6.75 4.57 4.31 3.46 3.14 2.78 2.57 2.46250 7.90 5.08 5.04 3.85 3.67 3.09 3.01 2.73300 6.10 4.62 4.83 3.71 3.95 3.28350 7.12 4.33 4.98 3.83400 4.95 6.09 4.37450 4.92500 5.47550 6.01

cN

[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.28hminhmin

≥1.31hmin

hmin≥

1.35hminhmin

≥1.38hmin

hmin≥

1.34hminhmin

≥1.36hmin

hmin≥

1.34hminhmin

40 0.56 0.4945 0.59 0.51 0.54 0.4855 0.65 0.55 0.59 0.51 0.54 0.5063 0.70 0.58 0.62 0.54 0.57 0.53 0.53 0.5085 0.85 0.67 0.74 0.62 0.66 0.60 0.61 0.56 0.56 0.54

105 0.98 0.76 0.84 0.69 0.75 0.66 0.68 0.62 0.62 0.59 0.57 0.55120 1.00 0.80 0.93 0.75 0.82 0.72 0.73 0.66 0.66 0.63 0.61 0.58 0.58 0.55140 0.85 1.00 0.81 0.91 0.79 0.81 0.72 0.72 0.69 0.66 0.62 0.63 0.59165 0.91 0.87 1.00 0.88 0.91 0.80 0.80 0.76 0.72 0.68 0.68 0.63180 0.95 0.90 0.91 0.97 0.85 0.85 0.80 0.76 0.71 0.72 0.66200 1.00 0.94 0.95 1.00 0.90 0.91 0.86 0.82 0.76 0.77 0.71225 1.00 1.00 0.95 1.00 0.94 0.89 0.82 0.83 0.76265 1.00 1.00 1.00 0.92 0.93 0.85300 0.98 1.00 0.92320 1.00 0.94360 1.00











RV-200



AA128

B


Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 18.17 27.22 39.50 58.39 79.61 93.71 113.10




NRd,p [kN] 13.94 23.06 30.39 47.78 62.83 72.90 88.86


C30/37 - 1.04 1.04 1.04 1.04 1.00 1.00 1.00

C40/50 - 1.07 1.07 1.07 1.07 1.00 1.00 1.00

C50/60 - 1.09 1.09 1.09 1.09 1.00 1.00 1.00

Spacing scr,N [mm] 211 263 316 388 450 526 580


SHEAR LOADS














RV-200

B



129

B



SPACING

CV

CN


s[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.33hminhmin

≥1.37hmin

hmin

≥1.40hmin

hmin

≥1.44hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

50 0.62 0.5560 0.64 0.56 0.61 0.5573 0.67 0.57 0.64 0.56 0.62 0.5695 0.73 0.60 0.68 0.58 0.65 0.58 0.62 0.56

100 0.74 0.60 0.69 0.58 0.66 0.59 0.63 0.57120 0.78 0.62 0.73 0.60 0.69 0.60 0.65 0.58 0.63 0.58145 0.84 0.65 0.78 0.62 0.73 0.63 0.69 0.60 0.66 0.60 0.64 0.58180 0.91 0.68 0.84 0.65 0.78 0.66 0.73 0.62 0.70 0.63 0.67 0.60 0.66 0.58200 0.93 0.70 0.88 0.67 0.82 0.67 0.76 0.63 0.72 0.64 0.69 0.61 0.67 0.59225 0.97 0.73 0.93 0.69 0.86 0.69 0.79 0.65 0.75 0.66 0.71 0.63 0.69 0.60250 1.00 0.75 0.97 0.71 0.90 0.72 0.82 0.66 0.78 0.67 0.74 0.64 0.72 0.62280 0.78 1.00 0.73 0.94 0.74 0.86 0.68 0.81 0.69 0.77 0.66 0.74 0.63320 0.82 0.77 1.00 0.78 0.91 0.71 0.86 0.72 0.80 0.68 0.78 0.65400 0.90 0.83 0.84 1.00 0.76 0.94 0.78 0.88 0.73 0.85 0.69450 0.95 0.88 0.89 0.80 1.00 0.81 0.93 0.76 0.89 0.71500 1.00 0.92 0.93 0.83 0.85 0.98 0.79 0.93 0.73550 0.96 0.97 0.86 0.88 1.00 0.82 0.97 0.75630 1.00 1.00 0.91 0.94 0.86 1.00 0.79760 1.00 1.00 0.94 0.85950 1.00 0.94

1100 1.00

cV

[mm]

M8 M10 M12 M16 M20 M24 M30


50 1.00 1.0060 1.31 1.31 1.00 1.0073 1.76 1.76 1.34 1.34 1.00 1.0095 2.62 2.50 1.99 1.99 1.48 1.48 1.00 1.00

100 2.83 2.63 2.15 2.15 1.60 1.60 1.08 1.08105 2.76 2.32 2.26 1.73 1.73 1.16 1.16120 2.83 2.58 2.11 2.08 1.42 1.42 1.00 1.00145 3.76 3.12 2.80 2.51 1.89 1.89 1.33 1.33 1.00 1.00180 3.87 3.87 3.12 2.61 2.35 1.84 1.84 1.38 1.38 1.00 1.00200 3.46 3.05 2.62 2.15 2.11 1.62 1.62 1.17 1.17230 3.77 3.01 2.65 2.42 2.00 2.00 1.44 1.44250 3.27 2.64 2.26 2.17 1.64 1.64300 3.92 2.98 2.61 2.15 2.10350 3.04 2.71 2.45400 3.31 2.80450 3.15

cN

[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.33hminhmin

≥1.37hmin

hmin≥

1.40hminhmin

≥1.44hmin

hmin≥

1.41hminhmin

≥1.41hmin

hmin≥

1.41hminhmin

50 0.62 0.5160 0.68 0.54 0.61 0.5073 0.77 0.59 0.67 0.54 0.61 0.5295 0.89 0.67 0.79 0.60 0.70 0.58 0.63 0.53

100 0.92 0.69 0.82 0.62 0.73 0.60 0.65 0.54120 0.99 0.74 0.93 0.68 0.82 0.66 0.72 0.58 0.66 0.57140 1.00 0.78 1.00 0.73 0.91 0.72 0.79 0.63 0.72 0.62145 0.79 0.74 0.94 0.73 0.81 0.64 0.73 0.63 0.72 0.58165 0.83 0.78 1.00 0.78 0.88 0.69 0.80 0.67 0.76 0.61180 0.86 0.80 0.81 0.94 0.72 0.85 0.70 0.82 0.64 0.72 0.59200 0.90 0.83 0.84 1.00 0.76 0.91 0.75 0.89 0.68 0.77 0.62225 0.95 0.88 0.89 0.80 1.00 0.81 1.00 0.73 0.83 0.66265 1.00 0.94 0.96 0.85 0.87 0.80 0.93 0.73300 1.00 1.00 0.89 0.92 0.84 1.00 0.78360 0.97 1.00 0.91 0.83400 1.00 0.96 0.87450 1.00 0.92550 1.00











RV-200



AA130

B

Size M8 M10 M12 M16 M20 M24 M30

TENSION LOADS

STEEL FAILuRE



Partial safety factor for steel class 5.8 & 8.8 γMs - 1.50

Partial safety factor for steel class A4-70 γMs - 1.87

PULL-OUT FAILURE

Temperature range I: 400C/240C τRk,ucr [kN/mm2] 13.00 13.00 13.00 11.00 9.50 9.00 7.00

Temperature range II: 800C/500C τRk,ucr [kN/mm2] 10.00 11.00 10.00 9.00 7.50 7.00 5.50





- 1.04 1.04 1.04 1.04 1.00 1.00 1.00

Ψc - 1.07 1.07 1.07 1.07 1.00 1.00 1.00

- 1.09 1.09 1.09 1.09 1.00 1.00 1.00

Spacing scr,N [mm] 20•d•( τR,ucr )0.5

≤3•hef


SHEAR LOADS



Characteristic resistance for cmin VRk,c [kN] k1•dα•hef



α [-] α=0.1•( hef

)0.5

β [-] β=0.1•( d )0.2

Design resistance γMc=1.5 VRd,c [kN]VRk,c γMs

STEEL FAILuRE



γMs



7.5

c1

c1


2

RV-200

B



131

B

Size M8 M10 M12 M16 M20 M24 M30


R-STUDS

fuk [N/mm2]

520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700


R-STUDS

fyk [N/mm2]

420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350




R-STUDS

M0Rk,s [Nm]

19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1


R-STUDS

M [Nm]

11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5


M8 M10 M12 M16 M20 M24 M30


+0.15•( cN )2

≤ 1

M8 M10 M12 M16 M20 M24 M30


2) ≤ 1


SPACING

2 ccr,N ccr,N

2 2 2



CV

CN


RV-200



AA132

B

R-CAS-V

r-cas-V – Vinylester capsule resin for concrete

BASE MATERIAL:• Non-cracked concrete (Option 7) C20/25 - C50/60• Reinforced and unreinforced concrete • Dry or wet concrete (Category 1) • Water filled holes, except sea water (Category 2)•APPROVALS AND REPORTS:• ETA-10/0108 • AT-02-2763/2011

Size



Diameter Length Max. grubośćHole

diameter

d Ltfix,

for hstanddf

[mm] [mm] [mm] [mm]


R-STUDS-08160 - R-STUDS-08160-A4 8 160 70 9

M10


R-STUDS-10170 - R-STUDS-10170-A4 10 170 68 12

R-STUDS-10190 - R-STUDS-10190 -A4 10 190 88 12

M12


R-STUDS-12190 - R-STUDS-12190-A4 12 190 65 14

R-STUDS-12220 - R-STUDS-12220-A4 12 220 95 14

R-STUDS-12260 - R-STUDS-12260-A4 12 260 135 14

R-STUDS-12300 - R-STUDS-12300-A4 12 300 175 14

M16


R-STUDS-16220 - R-STUDS-16220-A4 16 220 76 18

R-STUDS-16260 - R-STUDS-16260-A4 16 260 116 18

R-STUDS-16300 - R-STUDS-16300-A4 16 300 156 18

R-STUDS-16380 - R-STUDS-16380-A4 16 380 236 18

M20


R-STUDS-20300 - R-STUDS-20300-A4 20 300 107 22

R-STUDS-20350 - R-STUDS-20350-A4 20 350 157 22



FEATuRES: • Without styrene (odourless) • Can be installed in diamond drilled holesR-STuDS • R-STUDS - Carbon steel, class 5.8, acc. to EN ISO 898-1• R-STUDS-88 - carbon steel, class 8.8 acc. to EN ISO 898-1• Coating thickness 5μm acc. to EN ISO 4042 • R-STUDS-A4 - stainless steel grade A4-70, A4-80 acc. to EN

ISO 3506 • Material 1.4401, 1.4404, 1.4571 acc. to EN 10088

R-CAS-V

R-STUDS

R-STUDS-FL



B



133

B

R-CAS-V


INSTALLATION GuIDE

Resin temperature



[0C] [0C] [min] [min]

5 -5 480 −

5 0 240 −

5 5 150 −

10 10 120 −

15 15 90 −

20 20 45 −

25 30 20 −

25 40 10 −


Size M8 M10 M12 M16 M20 M24 M30



Torque Tinst [Nm] 10 20 40 80 120 180 300


Installation depth hnom, stand [mm] 80 90 110 125 170 210 270

Min. substrate thickness hmin [mm] 120 130 140 180 230 270 340



NOWE WRESJE RYSUNKÓW



1. Drill hole to the required diameter and depth for stud size being used 2. Clean the hole with brush and hand pump at least four times each. 3. Insert capsule into the hole. Connect stud to drilling machine using appropriate driver system. 4. Position the stud into the glass capsule then switch on the drilling machine and drive stud into the capsule. Switch off the drilling machine

as soon as the bottom of hole is reached. 5. Leave the anchor undisturbed until the curing time elapses. 6. Attach fixture and tighten the nut to the required torque.



AA134

B


Size M8 M10 M12 M16 M20 M24 M30

MEAN uLTIMATE LOAD

TENSION LOADS NRu.m

R-STUDS (5.8)


R-STUDS -88 (8.8)


R-STUDS -A4 (A4-70)


SHEAR LOADS VRu.m

R-STUDS [kN] 18.30 29.00 42.15 78.50 122.50 176.50 280.50

R-STUDS 8.8 [kN] 29.28 46.40 67.44 125.60 196.00 282.40 448.80

R-STUDS A4 [kN] 25.62 40.60 59.01 109.90 171.50 247.10 392.70


TENSION LOADS NRk

R-STUDS (5.8)


R-STUDS -88 (8.8)


R-STUDS -A4 (A4-70)


SHEAR LOADS VRk

R-STUDS [kN] 9.00 14.00 21.00 39.00 61.00 88.00 140.00

R-STUDS 8.8 [kN] 15.00 23.00 34.00 63.00 98.00 141.00 224.00

R-STUDS A4 [kN] 13.00 20.00 29.00 55.00 86.00 124.00 196.00




R-CAS-V

B



135

B

Size M8 M10 M12 M16 M20 M24 M30

DESIGN LOAD

TENSION LOADS NRd

R-STUDS (5.8)


R-STUDS -88 (8.8)


R-STUDS -A4 (A4-70)


SHEAR LOADS VRd

R-STUDS [kN] 7.20 11.20 16.80 31.20 48.80 70.40 112.00

R-STUDS 8.8 [kN] 12.00 18.40 27.20 50.40 78.40 112.80 179.20

R-STUDS A4 [kN] 8.33 12.82 18.59 35.26 55.13 79.49 125.64

RECOMMENDED LOAD*

TENSION LOADS Nrec

R-STUDS (5.8)


R-STUDS -88 (8.8)


R-STUDS -A4 (A4-70)


SHEAR LOADS Vrec

R-STUDS [kN] 5.14 8.00 12.00 22.29 34.86 50.29 80.00

R-STUDS 8.8 [kN] 8.57 13.14 19.43 36.00 56.00 80.57 128.00

R-STUDS A4 [kN] 5.95 9.16 13.28 25.18 39.38 56.78 89.74

Size M8 M10 M12 M16 M20 M24 M30


R-STUDS

fuk [N/mm2]

520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700


R-STUDS

fyk [N/mm2]

420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350




R-STUDS

M0Rk,s [Nm]

19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1


R-STUDS

M [Nm]

11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5



R-CAS-V



AA136

B

Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS












Design resistance γMc=1.8 / 2.1 (wet concrete) NRd,p [kN] 13.89 16.67 27.78 33.33 52.78 77.78 111.11


C30/37 - 1.04 1.04 1.04 1.04 1.04 1.00 1.00

C40/50 - 1.07 1.07 1.07 1.07 1.07 1.00 1.00

C50/60 - 1.09 1.09 1.09 1.09 1.09 1.00 1.00

Spacing scr,N [mm] 240 270 330 375 510 630 675


SHEAR LOADS

















R-CAS-V

B



137

B

CV

CN




SPACING

cN[mm]

M8 M10 M12 M16 M20 M24 M30

≥1.28hmin hmin ≥1.31hmin hmin ≥1.35hmin hmin ≥1.38hmin hmin ≥hmin ≥hmin ≥1.36hmin hmin

40 0.53 0.4845 0.56 0.50 0.53 0.4855 0.61 0.53 0.58 0.51 0.53 0.5063 0.65 0.56 0.62 0.54 0.56 0.52 0.53 0.5085 0.78 0.65 0.72 0.61 0.65 0.59 0.61 0.56 0.53

105 0.90 0.73 0.83 0.68 0.73 0.66 0.68 0.62 0.58 0.53120 1.00 0.80 0.91 0.74 0.79 0.71 0.73 0.66 0.62 0.56135 0.84 1.00 0.80 0.86 0.76 0.79 0.71 0.66 0.59 0.57 0.55165 0.91 0.87 1.00 0.88 0.91 0.80 0.74 0.65 0.63 0.60190 0.98 0.92 0.93 1.00 0.88 0.81 0.71 0.68 0.64200 1.00 0.94 0.95 1.00 0.90 0.83 0.73 0.70 0.66225 1.00 1.00 0.95 0.91 0.78 0.75 0.70255 1.00 1.00 0.85 0.81 0.75315 1.00 0.95 0.87340 1.00 0.92405 1.00

cV[mm]

M8 M10 M12 M16 M20 M24 M30


40 1.00 1.0045 1.19 1.19 1.00 1.0055 1.61 1.61 1.35 1.35 1.00 1.0063 1.98 1.98 1.66 1.66 1.23 1.23 1.00 1.0085 3.10 2.88 2.60 2.52 1.92 1.92 1.57 1.57 1.00 1.00

105 4.25 3.55 3.56 3.11 2.64 2.49 2.15 2.13 1.37 1.37 1.00 1.00120 4.06 4.35 3.56 3.22 2.84 2.63 2.44 1.68 1.68 1.22 1.22135 5.20 4.00 3.85 3.20 3.14 2.74 2.00 2.00 1.46 1.46 1.00 1.00150 4.44 4.50 3.55 3.67 3.05 2.34 2.31 1.71 1.71 1.17 1.17180 5.92 4.26 4.83 3.66 3.08 2.77 2.24 2.23 1.54 1.54225 5.33 6.75 4.57 4.31 3.46 3.14 2.78 2.15 2.15250 7.90 5.08 5.04 3.85 3.67 3.09 2.52 2.40300 6.10 4.62 4.83 3.71 3.31 2.88350 7.12 4.33 4.17 3.36400 4.95 5.10 3.84450 4.32500 4.80550 5.28

s[mm]

M8 M10 M12 M16 M20 M24 M30


40 0.58 0.5545 0.59 0.56 0.58 0.5555 0.61 0.57 0.60 0.56 0.58 0.5663 0.63 0.58 0.62 0.57 0.60 0.57 0.58 0.5685 0.68 0.61 0.66 0.59 0.63 0.60 0.61 0.59 0.58

105 0.72 0.63 0.69 0.62 0.66 0.62 0.64 0.61 0.60 0.58135 0.78 0.67 0.75 0.65 0.70 0.65 0.68 0.64 0.63 0.61 0.60 0.58150 0.81 0.69 0.78 0.67 0.73 0.67 0.70 0.65 0.65 0.62 0.61 0.59200 0.92 0.75 0.87 0.72 0.80 0.73 0.77 0.70 0.70 0.66 0.65 0.62250 1.00 0.81 0.96 0.78 0.88 0.78 0.83 0.75 0.75 0.70 0.69 0.65300 0.88 1.00 0.83 0.95 0.84 0.90 0.80 0.79 0.74 0.72 0.69350 0.94 0.89 1.00 0.90 0.97 0.85 0.84 0.78 0.76 0.72400 1.00 0.94 0.95 1.00 0.90 0.89 0.82 0.80 0.75450 1.00 1.00 0.95 0.94 0.86 0.83 0.78510 1.00 1.00 0.90 0.88 0.81550 0.94 0.91 0.84600 0.98 0.94 0.87680 1.00 1.00 0.92810 1.00











R-CAS-V


AA138

B

bonded anchors - Threaded rodsR-HAC-V

BASE MATERIAL:• Non-cracked concrete (Option 7) C20/25 - C50/60• Reinforced and unreinforced concrete • Dry or wet concrete (Category 1) • Water filled holes, except sea water (Category 2)

APPROVALS AND REPORTS:• ETA-11/0002 • AT-02-2763/2011 • AT-15-7660/2008

Size



Diameter Length Max. grubośćHole

diameter

d Ltfix,

for hstanddf

[mm] [mm] [mm] [mm]


R-STUDS-08160 - R-STUDS-08160-A4 8 160 70 9

M10


R-STUDS-10170 - R-STUDS-10170-A4 10 170 68 12

R-STUDS-10190 - R-STUDS-10190 -A4 10 190 88 12

M12


R-STUDS-12190 - R-STUDS-12190-A4 12 190 65 14

R-STUDS-12220 - R-STUDS-12220-A4 12 220 95 14

R-STUDS-12260 - R-STUDS-12260-A4 12 260 135 14

R-STUDS-12300 - R-STUDS-12300-A4 12 300 175 14

M16


R-STUDS-16220 - R-STUDS-16220-A4 16 220 76 18

R-STUDS-16260 - R-STUDS-16260-A4 16 260 116 18

R-STUDS-16300 - R-STUDS-16300-A4 16 300 156 18

R-STUDS-16380 - R-STUDS-16380-A4 16 380 236 18

M20


R-STUDS-20300 - R-STUDS-20300-A4 20 300 107 22

R-STUDS-20350 - R-STUDS-20350-A4 20 350 157 22



FEATuRES: • Without styrene (odourless) R-STuDS • R-STUDS - Carbon steel, class 5.8, acc. to EN ISO 898-1• R-STUDS-88 - carbon steel, class 8.8 acc. to EN ISO

898-1 • Coating thickness 5μm acc. to EN ISO 4042• R-STUDS-A4 - stainless steel grade A4-70, A4-80 acc. to

EN ISO 3506 • Material 1.4401, 1.4404, 1.4571 acc. to EN 10088

r-hac-V – Vinylester capsule resin for concrete



R-HAC-V

R-STUDS

R-STUDS-FL

B


139

B



INSTALLATION GuIDE

Resin temperature



[0C] [0C] [min] [min]

5 -5 1440 −

5 0 840 −

5 5 240 −

10 10 180 −

15 15 90 −

20 20 45 −

25 30 20 −

25 40 10 −


Size M8 M10 M12 M16 M20 M24 M30



Torque Tinst [Nm] 10 20 40 80 120 180 300



Min. substrate thickness hmin [mm] 120 130 140 180 230 270 340



R-HAC-V



1. Drill hole to the required diameter and depth for stud size being used 2. Clean the hole with brush and hand pump at least four times each. 3. Insert capsule into the hole. 4. The stud is simply hammered through the capsule using a manual hammer (M8-M12) or mechanical hammer (M16-M30) 5. Leave the anchor undisturbed until the curing time elapses. 6. Attach fixture and tighten the nut to the required torque.


AA140

B



Size M8 M10 M12 M16 M20 M24 M30

MEAN uLTIMATE LOAD

TENSION LOADS NRu.m

R-STUDS (5.8)


R-STUDS -88 (8.8)


R-STUDS -A4 (A4-70)


SHEAR LOADS VRu.m

R-STUDS [kN] 18.30 29.00 42.15 78.50 122.50 176.50 280.50

R-STUDS 8.8 [kN] 29.28 46.40 67.44 125.60 196.00 282.40 448.80

R-STUDS A4 [kN] 25.62 40.60 59.01 109.90 171.50 247.10 392.70


TENSION LOADS NRk

R-STUDS (5.8)


R-STUDS -88 (8.8)


R-STUDS -A4 (A4-70)


SHEAR LOADS VRk

R-STUDS [kN] 9.00 14.00 21.00 39.00 61.00 88.00 140.00

R-STUDS 8.8 [kN] 15.00 23.00 34.00 63.00 98.00 141.00 224.00

R-STUDS A4 [kN] 13.00 20.00 29.00 55.00 86.00 124.00 196.00




R-HAC-V

B


141

B


Size M8 M10 M12 M16 M20 M24 M30

DESIGN LOAD

TENSION LOADS NRd

R-STUDS (5.8)


R-STUDS -88 (8.8)


R-STUDS -A4 (A4-70)


SHEAR LOADS VRd

R-STUDS [kN] 7.20 11.20 16.80 31.20 48.80 70.40 112.00

R-STUDS 8.8 [kN] 12.00 18.40 27.20 50.40 78.40 112.80 179.20

R-STUDS A4 [kN] 8.33 12.82 18.59 35.26 55.13 79.49 125.64

RECOMMENDED LOAD*

TENSION LOADS Nrec

R-STUDS (5.8)


R-STUDS -88 (8.8)


R-STUDS -A4 (A4-70)


SHEAR LOADS Vrec

R-STUDS [kN] 5.14 8.00 12.00 22.29 34.86 50.29 80.00

R-STUDS 8.8 [kN] 8.57 13.14 19.43 36.00 56.00 80.57 128.00

R-STUDS A4 [kN] 5.95 9.16 13.28 25.18 39.38 56.78 89.74


Size M8 M10 M12 M16 M20 M24 M30


R-STUDS

fuk [N/mm2]

520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700


R-STUDS

fyk [N/mm2]

420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350




R-STUDS

M0Rk,s [Nm]

19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1


R-STUDS

M [Nm]

11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5


R-HAC-V


AA142

B



Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS












Design resistance M8 - M30 γMc=2,1; M12 γMc=1.8 /2.1 (wet concrete)

NRd,p [kN] 9.52 11.90 22.22 23.81 45.24 54.76 80.95



Design resistance M8 - M30 γMc=2.1; M12 γMc=1.8 /2.1 (wet concrete)

NRd,p [kN] 7.62 9.52 16.67 19.05 35.71 45.24 66.67


C30/37 - 1.04 1.04 1.04 1.04 1.04 1.00 1.00

C40/50 - 1.07 1.07 1.07 1.07 1.07 1.07 1.07

C50/60 - 1.09 1.09 1.09 1.09 1.09 1.09 1.09

Spacing scr,N [mm] 240 270 330 375 510 630 675


SHEAR LOADS
















R-HAC-V

B


143

B


CV

CN




SPACING

cN[mm]

M8 M10 M12 M16 M20 M24 M30


40 0.53 0.4845 0.56 0.50 0.53 0.4855 0.61 0.53 0.58 0.51 0.53 0.5063 0.65 0.56 0.62 0.54 0.56 0.52 0.53 0.5085 0.78 0.65 0.72 0.61 0.65 0.59 0.61 0.56 0.53

105 0.89 0.73 0.83 0.68 0.73 0.66 0.68 0.62 0.58 0.53135 1.00 0.84 0.99 0.80 0.86 0.76 0.79 0.71 0.66 0.59 0.57 0.55150 0.88 1.00 0.83 0.93 0.82 0.85 0.75 0.70 0.62 0.60 0.57165 0.91 0.87 1.00 0.88 0.91 0.80 0.74 0.65 0.63 0.60190 0.98 0.92 0.93 1.00 0.88 0.81 0.71 0.68 0.64200 1.00 0.94 0.95 0.90 0.83 0.73 0.70 0.66225 1.00 1.00 0.95 0.91 0.78 0.75 0.70255 1.00 1.00 0.85 0.81 0.75315 1.00 0.95 0.87340 1.00 0.92405 1.00

cV[mm]

M8 M10 M12 M16 M20 M24 M30


40 1.00 1.0045 1.19 1.19 1.00 1.0055 1.61 1.61 1.35 1.35 1.00 1.0063 1.98 1.98 1.66 1.66 1.23 1.23 1.00 1.0085 3.10 3.01 2.60 2.60 1.92 1.92 1.57 1.57 1.00 1.00

105 4.25 3.71 3.56 3.24 2.64 2.49 2.15 2.15 1.37 1.37 1.00 1.00120 4.24 4.35 3.70 3.22 2.84 2.63 2.63 1.68 1.68 1.22 1.22135 5.20 4.16 3.85 3.20 3.14 2.96 2.00 2.00 1.46 1.46 1.00 1.00150 4.63 4.50 3.55 3.67 3.29 2.34 2.34 1.71 1.71 1.17 1.17180 5.92 4.26 4.83 3.94 3.08 2.84 2.24 2.24 1.54 1.54225 5.33 6.75 4.93 4.31 3.56 3.14 2.81 2.15 2.15250 7.90 5.48 5.04 3.95 3.67 3.12 2.52 2.40300 6.57 4.74 4.83 3.74 3.31 2.88350 7.67 4.36 4.17 3.36400 4.99 5.10 3.84450 4.32500 4.80550 5.28

s[mm]

M8 M10 M12 M16 M20 M24 M30


40 0.58 0.5545 0.59 0.56 0.58 0.5555 0.61 0.57 0.60 0.56 0.58 0.5663 0.63 0.58 0.62 0.57 0.60 0.57 0.58 0.5685 0.68 0.61 0.66 0.59 0.63 0.60 0.61 0.59 0.58

105 0.72 0.63 0.69 0.62 0.66 0.62 0.64 0.61 0.60 0.58135 0.78 0.67 0.75 0.65 0.70 0.65 0.68 0.64 0.63 0.61 0.60 0.58150 0.81 0.69 0.78 0.67 0.73 0.67 0.70 0.65 0.65 0.62 0.61 0.59200 0.91 0.75 0.87 0.72 0.80 0.73 0.77 0.70 0.70 0.66 0.65 0.62250 0.98 0.81 0.96 0.78 0.88 0.78 0.83 0.75 0.75 0.70 0.69 0.65300 1.00 0.88 1.00 0.83 0.95 0.84 0.90 0.80 0.79 0.74 0.72 0.69350 0.94 0.89 1.00 0.90 0.97 0.85 0.84 0.78 0.76 0.72400 1.00 0.94 0.95 1.00 0.90 0.89 0.82 0.80 0.75450 1.00 1.00 0.95 0.94 0.86 0.83 0.78510 1.00 1.00 0.90 0.88 0.81550 0.94 0.91 0.84600 0.98 0.94 0.87680 1.00 1.00 0.92810 1.00











R-HAC-V



AA144

B

R-kEM II

r-KeM II – Polyester styrene free resin



Size



Diameter LengthMax.

thicknessHole

diameter

d Ltfix,

for hmin

tfix, for hstand

tfix, for hmax

df



R-STUDS-08160 - R-STUDS-08160-A4 8 160 90 70 50 9

M10


R-STUDS-10170 - R-STUDS-10170-A4 10 170 88 68 38 12

R-STUDS-10190 - R-STUDS-10190 -A4 10 190 108 88 58 12

M12


R-STUDS-12190 - R-STUDS-12190-A4 12 190 95 65 30 14

R-STUDS-12220 - R-STUDS-12220-A4 12 220 125 95 60 14

R-STUDS-12260 - R-STUDS-12260-A4 12 260 165 135 100 14

R-STUDS-12300 - R-STUDS-12300-A4 12 300 205 175 140 14

M16


R-STUDS-16220 - R-STUDS-16220-A4 16 220 101 76 11 18

R-STUDS-16260 - R-STUDS-16260-A4 16 260 141 116 51 18

R-STUDS-16300 - R-STUDS-16300-A4 16 300 181 156 91 18

R-STUDS-16380 - R-STUDS-16380-A4 16 380 261 236 171 18

M20


R-STUDS-20300 - R-STUDS-20300-A4 20 300 157 107 37 22

R-STUDS-20350 - R-STUDS-20350-A4 20 350 207 157 87 22



FEATuRES:• Several embedment depths • Without styrene (odourless) • R-KEM II –standard version• R-KEM II-S – summer version• R-KEM II-W – winter version• ETAG 001-5 option 7 R-STuDS • R-STUDS - Carbon steel, class 5.8, acc. to EN ISO 898-1• R-STUDS-88 - carbon steel, class 8.8 acc. to EN ISO 898-1 • Coating thickness 5μm acc. to EN ISO 4042 • R-STUDS-A4 - stainless steel grade A4-70, A4-80 acc. to EN ISO 3506• Material 1.4401, 1.4404, 1.4571 acc. to EN 10088



R-STUDSR-KEM II R-STUDS-FL

B



145

B


INSTALLATION GuIDE


Size M8 M10 M12 M16 M20 M24 M30



Torque Tinst [Nm] 10 20 40 80 120 180 300



hnom, max [mm] 100 120 145 190 240 290 360




Resin temperature



R-KEM II R-KEM II-S R-KEM II-W R-KEM II R-KEM II-S R-KEM II-W

[0C] [0C] [min] [min] [min] [min] [min] [min]

5 -20 – – 1440 – – 45

5 -15 – – 1080 – – 30

5 -10 – – 480 – – 20

5 -5 480 1440 300 70 180 11

5 0 240 1080 120 45 120 7

5 5 120 720 60 25 60 5

10 10 90 480 45 15 45 2

15 15 60 360 30 9 25 1.5

20 20 45 240 15 5 15 1

25 30 30 90 – 2 7 –

25 40 – 45 – – 5 –

1. Drill hole to the required diameter and depth for stud size being used. 2. Clean the hole with brush and hand pump at least four times each. 3. Insert cartridge into gun and attach nozzle. 4. Dispense to waste until an even colour is obtained. 5. Insert the mixing nozzle to the far end the hole and inject the resin, slowly

withdrawing the nozzle as the hole is filled to 2/3 of its depth. 6. Immediately insert the stud, slowly and with with slight twisting motion.

Remove any excess resin around the hole before it sets and leave it undisturbed until the curing time elapses.

7. Attach fixture and tighten the nut to the required torque.

R-kEM II





AA146

B


Size M8 M10 M12 M16 M20 M24 M30

MEAN uLTIMATE LOAD

TENSION LOADS NRu.m

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRu.m

R-STUDS [kN] 18.30 29.00 42.15 78.50 122.50 176.50 280.50

R-STUDS 8.8 [kN] 29.28 46.40 67.44 125.60 196.00 282.40 448.80

R-STUDS A4 [kN] 25.62 40.60 59.01 109.90 171.50 247.10 392.70


TENSION LOADS NRk

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRk

R-STUDS [kN] 9.00 14.00 21.00 39.00 61.00 88.00 140.00

R-STUDS 8.8 [kN] 15.00 23.00 34.00 63.00 98.00 141.00 224.00

R-STUDS A4 [kN] 13.00 20.00 29.00 55.00 86.00 124.00 196.00




R-kEM II

B



147

B

Size M8 M10 M12 M16 M20 M24 M30

DESIGN LOAD

TENSION LOADS NRd

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRd

R-STUDS [kN] 7.20 11.20 16.80 31.20 48.80 70.40 112.00

R-STUDS 8.8 [kN] 12.00 18.40 27.20 50.40 78.40 112.80 179.20

R-STUDS A4 [kN] 8.33 12.82 18.59 35.26 55.13 79.49 125.64

RECOMMENDED LOAD*

TENSION LOADS Nrec

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS Vrec

R-STUDS [kN] 5.14 8.00 12.00 22.29 34.86 50.29 80.00

R-STUDS 8.8 [kN] 8.57 13.14 19.43 36.00 56.00 80.57 128.00

R-STUDS A4 [kN] 5.95 9.16 13.28 25.18 39.38 56.78 89.74


R-kEM II



AA148

B

Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 7.94 11.61 15.06 22.33 33.50 32.67 40.71




NRd,p [kN] 6.72 9.78 12.56 19.56 27.22 25.14 33.33


C30/37 - 1.04 1.04 1.04 1.04 1.00 1.00 1.00

C40/50 - 1.07 1.07 1.07 1.07 1.00 1.00 1.00

C50/60 - 1.09 1.09 1.09 1.09 1.00 1.00 1.00

Spacing scr,N [mm] 180 210 240 300 360 420 495


SHEAR LOADS














PERFORMANCE DATA –MINIMUM EMBEDMENT DEPTH



R-kEM II

B



149

B

CV

CN




SPACING

cN[mm]

M8 M10 M12 M16 M20 M24 M30


40 0.60 0.53 0.56 0.50 0.53 0.5050 0.65 0.58 0.62 0.54 0.58 0.54 0.53 0.5060 0.71 0.63 0.68 0.59 0.64 0.58 0.57 0.53 0.5370 0.77 0.68 0.75 0.63 0.69 0.63 0.62 0.57 0.57 0.5385 0.87 0.77 0.85 0.70 0.78 0.70 0.68 0.62 0.62 0.58 0.54

90 0.90 0.80 0.89 0.72 0.81 0.72 0.70 0.64 0.64 0.59 0.55

105 0.96 0.85 1.00 0.80 0.90 0.80 0.77 0.69 0.69 0.64 0.59

120 1.00 0.90 0.84 1.00 0.88 0.85 0.75 0.75 0.68 0.63

150 1.00 0.93 0.97 1.00 0.88 0.87 0.78 0.71

165 0.97 1.00 0.91 0.93 0.84 0.75

180 1.00 0.95 1.00 0.89 0.79

210 1.00 1.00 0.88

250 1.00

cV[mm]

M8 M10 M12 M16 M20 M24 M30h≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

40 1.00 1.00 1.00 1.00 1.00 1.0050 1.40 1.40 1.40 1.40 1.40 1.40 1.00 1.0060 1.84 1.84 1.84 1.84 1.84 1.84 1.31 1.31 1.00 1.0070 2.32 2.26 2.32 2.26 2.32 2.32 1.66 1.66 1.26 1.26 1.00 1.0083 2.99 2.68 2.99 2.68 2.99 2.81 2.14 2.14 1.63 1.63 1.29 1.29 1.00 1.0090 3.38 2.90 3.38 2.90 3.38 3.05 2.41 2.37 1.84 1.84 1.46 1.46 1.13 1.13

100 3.95 3.23 3.95 3.23 3.95 3.39 2.83 2.63 2.15 2.15 1.71 1.71 1.32 1.32120 3.87 5.20 3.87 5.20 4.06 3.72 3.16 2.83 2.73 2.24 2.24 1.74 1.74150 4.84 7.26 5.08 5.20 3.95 3.95 3.42 3.14 2.93 2.43 2.43165 5.33 8.38 5.59 5.99 4.34 4.56 3.76 3.62 3.22 2.80 2.73180 5.81 6.09 6.83 4.74 5.20 4.10 4.12 3.51 3.19 2.98210 7.11 8.61 5.53 6.55 4.78 5.20 4.10 4.02 3.48250 8.46 11.18 6.58 8.51 5.69 6.75 4.88 5.23 4.14300 7.90 6.83 8.87 5.86 6.87 4.97350 9.22 7.97 6.83 8.66 5.79400 10.53 7.81 10.58 6.62450 8.78 7.45500 8.28550 9.10600 9.93

s[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.13hminhmin

≥1.25hmin

hmin≥

1.28hminhmin

≥1.33hmin

hmin ≥hmin ≥hmin ≥hmin

40 0.61 0.57 0.60 0.56 0.58 0.5650 0.64 0.58 0.62 0.57 0.60 0.58 0.58 0.5660 0.67 0.60 0.64 0.59 0.63 0.59 0.60 0.58 0.5870 0.69 0.62 0.67 0.60 0.65 0.61 0.62 0.59 0.60 0.5885 0.72 0.64 0.70 0.62 0.68 0.63 0.64 0.61 0.62 0.60 0.59

100 0.75 0.67 0.74 0.64 0.71 0.66 0.67 0.63 0.64 0.62 0.60125 0.80 0.71 0.80 0.68 0.76 0.70 0.71 0.66 0.67 0.65 0.63150 0.85 0.75 0.86 0.71 0.81 0.73 0.75 0.69 0.71 0.68 0.65180 0.90 0.80 0.93 0.76 0.88 0.78 0.80 0.73 0.75 0.71 0.68200 0.94 0.83 0.98 0.79 0.92 0.81 0.83 0.75 0.78 0.74 0.70225 0.99 0.88 1.00 0.82 0.97 0.85 0.88 0.78 0.81 0.77 0.73250 1.00 0.92 0.86 1.00 0.89 0.92 0.81 0.85 0.80 0.75275 0.96 0.89 0.93 0.96 0.84 0.88 0.83 0.78300 1.00 0.93 0.97 1.00 0.88 0.92 0.86 0.80325 0.96 1.00 0.91 0.95 0.89 0.83360 1.00 0.95 1.00 0.93 0.86400 1.00 0.98 0.90440 1.00 0.94500 1.00











R-kEM II



AA150

B

Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 10.61 14.94 20.72 27.94 47.50 49.00 59.24




NRd,p [kN] 8.94 12.56 17.28 24.44 38.56 37.71 48.48


C30/37 - 1.11 1.08 1.08 1.08 1.08 1.00 1.00

C40/50 - 1.15 1.15 1.15 1.15 1.15 1.00 1.00

C50/60 - 1.19 1.19 1.19 1.19 1.19 1.00 1.00

Spacing scr,N [mm] 180 225 263 330 413 447 514


SHEAR LOADS















R-kEM II

B



151

B

CV

CN




SPACING

cN [mm]

M8 M10 M12 M16 M20 M24 M30≥

1.28hminhmin

≥1.31hmin

hmin≥

1.35hminhmin

≥1.38hmin

hmin≥

1.34hminhmin

≥1.36hmin

hmin≥

1.34hminhmin

40 0.60 0.5045 0.64 0.52 0.57 0.4955 0.71 0.56 0.63 0.53 0.59 0.5263 0.77 0.60 0.68 0.56 0.62 0.54 0.56 0.5185 0.90 0.70 0.81 0.64 0.74 0.62 0.65 0.57 0.58 0.55

105 0.98 0.76 0.94 0.72 0.85 0.69 0.73 0.63 0.64 0.60 0.62 0.56120 1.00 0.80 1.00 0.77 0.93 0.75 0.79 0.68 0.69 0.64 0.66 0.59 0.62 0.56140 0.85 0.81 1.00 0.82 0.88 0.74 0.76 0.70 0.72 0.64 0.67 0.60165 0.91 0.87 0.88 1.00 0.83 0.85 0.77 0.80 0.70 0.73 0.65180 0.95 0.90 0.91 0.86 0.90 0.82 0.85 0.74 0.77 0.68200 1.00 0.94 0.95 0.90 0.97 0.88 0.92 0.79 0.83 0.73225 1.00 1.00 0.95 1.00 0.94 1.00 0.86 0.90 0.78265 1.00 1.00 0.92 1.00 0.87300 0.98 0.92320 1.00 0.94360 1.00

cV [mm]

M8 M10 M12 M16 M20 M24 M30h≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

40 1.00 1.0045 1.19 1.19 1.00 1.0055 1.61 1.61 1.35 1.35 1.00 1.0063 1.98 1.98 1.66 1.66 1.23 1.23 1.00 1.0085 3.10 2.88 2.60 2.52 1.92 1.92 1.57 1.57 1.00 1.00

105 4.25 3.55 3.56 3.11 2.64 2.49 2.15 2.13 1.37 1.37 1.00 1.00120 4.06 4.35 3.56 3.22 2.84 2.63 2.44 1.68 1.68 1.22 1.22 1.00 1.00150 4.44 4.50 3.55 3.67 3.05 2.34 2.31 1.71 1.71 1.40 1.40180 5.92 4.26 4.83 3.66 3.08 2.77 2.24 2.23 1.84 1.84225 5.33 6.75 4.57 4.31 3.46 3.14 2.78 2.57 2.46250 7.90 5.08 5.04 3.85 3.67 3.09 3.01 2.73300 6.10 4.62 4.83 3.71 3.95 3.28350 7.12 4.33 4.98 3.83400 4.95 6.09 4.37450 4.92500 5.47550 6.01

s [mm]

M8 M10 M12 M16 M20 M24 M30≥

1.28hminhmin

≥1.31hmin

hmin≥

1.35hminhmin

≥1.38hmin

hmin≥

1.34hminhmin

≥1.36hmin

hmin≥

1.34hminhmin

40 0.61 0.5545 0.62 0.56 0.60 0.5555 0.65 0.57 0.62 0.56 0.60 0.5663 0.67 0.58 0.64 0.57 0.62 0.57 0.60 0.5685 0.74 0.61 0.69 0.59 0.66 0.60 0.63 0.59 0.60 0.58

105 0.79 0.63 0.73 0.62 0.70 0.62 0.66 0.61 0.63 0.60 0.62120 0.83 0.65 0.77 0.63 0.73 0.64 0.68 0.62 0.65 0.62 0.63 0.60 0.62 0.58150 0.88 0.69 0.83 0.67 0.79 0.67 0.73 0.65 0.68 0.65 0.67 0.62 0.65 0.60180 0.93 0.73 0.90 0.70 0.84 0.70 0.77 0.68 0.72 0.68 0.70 0.64 0.68 0.63200 0.96 0.75 0.94 0.72 0.88 0.73 0.80 0.70 0.74 0.70 0.72 0.66 0.69 0.64225 1.00 0.78 0.98 0.75 0.93 0.76 0.84 0.73 0.77 0.72 0.75 0.68 0.72 0.66280 0.85 1.00 0.81 1.00 0.82 0.92 0.78 0.84 0.77 0.81 0.72 0.77 0.69320 0.90 0.86 0.86 0.98 0.82 0.89 0.81 0.86 0.75 0.81 0.72400 1.00 0.94 0.95 1.00 0.90 0.98 0.89 0.95 0.82 0.89 0.78450 1.00 1.00 0.95 1.00 0.94 1.00 0.86 0.94 0.81500 1.00 0.99 0.90 0.99 0.85550 1.00 0.94 1.00 0.88630 1.00 0.94760 1.00











R-kEM II



AA152

B


Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 13.28 19.89 27.33 42.44 67.00 67.67 88.86




NRd,p [kN] 11.17 16.78 22.78 37.17 54.44 52.05 72.71


C30/37 - 1.11 1.08 1.08 1.08 1.08 1.00 1.00

C40/50 - 1.15 1.15 1.15 1.15 1.15 1.00 1.00

C50/60 - 1.19 1.19 1.19 1.19 1.19 1.00 1.00

Spacing scr,N [mm] 180 225 263 330 413 447 514


SHEAR LOADS














R-kEM II

B



153

B

CV

CN

EDGE DISTANCE AND SPACING FOR CONCRETEEDGE DISTANCE (TENSION)


SPACING

cN

[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.33hminhmin

≥1.37hmin

hmin≥

1.40hminhmin

≥1.44hmin

hmin≥

1.41hminhmin

≥1.41hmin

hmin≥

1.41hminhmin

50 0.67 0.5260 0.74 0.56 0.66 0.5273 0.81 0.61 0.74 0.56 0.67 0.5495 0.92 0.69 0.86 0.63 0.79 0.61 0.69 0.55

100 0.93 0.70 0.88 0.64 0.82 0.62 0.71 0.56120 0.99 0.74 0.96 0.70 0.93 0.69 0.79 0.60 0.69 0.58140 1.00 0.78 1.00 0.73 1.00 0.74 0.88 0.65 0.76 0.63145 0.79 0.74 0.75 0.90 0.67 0.77 0.64 0.80 0.60165 0.83 0.78 0.78 1.00 0.72 0.85 0.69 0.85 0.64180 0.86 0.80 0.81 0.74 0.90 0.72 0.92 0.67 0.77 0.61200 0.90 0.83 0.84 0.76 0.97 0.77 1.00 0.71 0.83 0.64225 0.95 0.88 0.89 0.80 1.00 0.81 0.76 0.90 0.68265 1.00 0.94 0.96 0.85 0.87 0.80 1.00 0.75300 1.00 1.00 0.89 0.92 0.84 0.78360 0.97 1.00 0.91 0.83400 1.00 0.96 0.87450 1.00 0.92550 1.00

cV

[mm]

M8 M10 M12 M16 M20 M24 M30h≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

50 1.00 1.0060 1.31 1.31 1.00 1.0073 1.76 1.76 1.34 1.34 1.00 1.0095 2.62 2.50 1.99 1.99 1.48 1.48 1.00 1.00

100 2.83 2.63 2.15 2.15 1.60 1.60 1.08 1.08105 2.76 2.32 2.26 1.73 1.73 1.16 1.16120 2.83 2.58 2.11 2.08 1.42 1.42 1.00 1.00145 3.76 3.12 2.80 2.51 1.89 1.89 1.33 1.33 1.00 1.00180 3.87 3.87 3.12 2.61 2.35 1.84 1.84 1.38 1.38 1.00 1.00200 3.46 3.05 2.62 2.15 2.11 1.62 1.62 1.17 1.17230 3.77 3.01 2.65 2.42 2.00 2.00 1.44 1.44250 3.27 2.64 2.26 2.17 1.64 1.64300 3.92 2.98 2.61 2.15 2.10350 3.04 2.71 2.45400 3.31 2.80450 3.15

s[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.33hminhmin

≥1.37hmin

hmin

≥1.40hmin

hmin

≥1.44hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

50 0.64 0.5560 0.67 0.56 0.63 0.5573 0.70 0.57 0.66 0.56 0.64 0.5695 0.76 0.60 0.71 0.58 0.68 0.58 0.64 0.56

100 0.78 0.60 0.72 0.58 0.69 0.59 0.65 0.57120 0.83 0.62 0.77 0.60 0.73 0.60 0.68 0.58 0.65 0.58145 0.86 0.65 0.82 0.62 0.78 0.63 0.72 0.60 0.68 0.60 0.66 0.58180 0.91 0.68 0.89 0.65 0.84 0.66 0.77 0.62 0.72 0.63 0.70 0.60 0.68 0.58200 0.93 0.70 0.91 0.67 0.88 0.67 0.80 0.63 0.74 0.64 0.72 0.61 0.69 0.59225 0.97 0.73 0.94 0.69 0.93 0.69 0.84 0.65 0.77 0.66 0.75 0.63 0.72 0.60250 1.00 0.75 0.97 0.71 0.98 0.72 0.88 0.66 0.80 0.67 0.78 0.64 0.74 0.62280 0.78 1.00 0.73 1.00 0.74 0.92 0.68 0.84 0.69 0.81 0.66 0.77 0.63320 0.82 0.77 0.78 0.98 0.71 0.89 0.72 0.86 0.68 0.81 0.65400 0.90 0.83 0.84 1.00 0.76 0.98 0.78 0.95 0.73 0.89 0.69450 0.95 0.88 0.89 0.80 1.00 0.81 1.00 0.76 0.94 0.71500 1.00 0.92 0.93 0.83 0.85 0.79 0.99 0.73550 0.96 0.97 0.86 0.88 0.82 1.00 0.75630 1.00 1.00 0.91 0.94 0.86 0.79760 1.00 1.00 0.94 0.85950 1.00 0.94

1100 1.00











R-kEM II



AA154

B

Size M8 M10 M12 M16 M20 M24 M30

TENSION LOADS

STEEL FAILuRE





PULL-OUT FAILURE







- 1.11 1.08 1.08 1.08 1.08 1.00 1.00

- 1.15 1.15 1.15 1.15 1.15 1.00 1.00

- 1.19 1.19 1.19 1.19 1.19 1.00 1.00

Spacing scr,N [mm] 20•d•( τRk,ucr )0.5

≤3•hef


SHEAR LOADS






α [-] α=0.1•( hef

)0.5

β [-] β=0.1•( d )0.2



STEEL FAILuRE



γMs



7.5

c1

c1


2

R-kEM II

B



155

B

Size M8 M10 M12 M16 M20 M24 M30


R-STUDS

fuk [N/mm2]

520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700


R-STUDS

fyk [N/mm2]

420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350




R-STUDS

M0Rk,s [Nm]

19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1


R-STUDS

M [Nm]

11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5


M8 M10 M12 M16 M20 M24 M30


+0.15•( cN )2

≤ 1

M8 M10 M12 M16 M20 M24 M30


2) ≤ 1

2 ccr,N ccr,N

2 2 2

CV

CN




SPACING


R-kEM II



AA156

B

RM-50

BASE MATERIAL:• Non-cracked concrete (Option 7) C20/25 -

C50/60• Reinforced and unreinforced concrete • Dry or wet concrete (Category 1) • Water filled holes, except sea water (Category 2


Size



Diameter LengthMax.

thicknessHole

diameter

d Ltfix,

for hmin

tfix, for hstand

tfix, for hmax

df



R-STUDS-08160 - R-STUDS-08160-A4 8 160 90 70 50 9

M10


R-STUDS-10170 - R-STUDS-10170-A4 10 170 88 68 38 12

R-STUDS-10190 - R-STUDS-10190 -A4 10 190 108 88 58 12

M12


R-STUDS-12190 - R-STUDS-12190-A4 12 190 95 65 30 14

R-STUDS-12220 - R-STUDS-12220-A4 12 220 125 95 60 14

R-STUDS-12260 - R-STUDS-12260-A4 12 260 165 135 100 14

R-STUDS-12300 - R-STUDS-12300-A4 12 300 205 175 140 14

M16


R-STUDS-16220 - R-STUDS-16220-A4 16 220 101 76 11 18

R-STUDS-16260 - R-STUDS-16260-A4 16 260 141 116 51 18

R-STUDS-16300 - R-STUDS-16300-A4 16 300 181 156 91 18

R-STUDS-16380 - R-STUDS-16380-A4 16 380 261 236 171 18

M20


R-STUDS-20300 - R-STUDS-20300-A4 20 300 157 107 37 22

R-STUDS-20350 - R-STUDS-20350-A4 20 350 207 157 87 22



FEATuRES:• Several embedment depths • Without styrene (odourless) • Cartridge Free System • RM-50 – standard version• RM-50-S – summer version• RM-50-W – winter version• ETAG 001-5 option 7 R-STuDS• R-STUDS - Carbon steel, class 5.8, acc. to EN ISO 898-1• R-STUDS-88 - carbon steel, class 8.8 acc. to EN ISO 898-1 • Coating thickness 5μm acc. to EN ISO 4042 • R-STUDS-A4 - stainless steel grade A4-70, A4-80 acc. to EN ISO 3506• Material 1.4401, 1.4404, 1.4571 acc. to EN 10088

RM-50

RM-50 – Polyester styrene free resin

R-STUDS

R-STUDS-FL



B



157

BSize M8 M10 M12 M16 M20 M24 M30



Torque Tinst [Nm] 10 20 40 80 120 180 300



hnom, max [mm] 100 120 145 190 240 290 360





INSTALLATION GuIDE


Resin temperature





5 -20 – – 1440 – – 45

5 -15 – – 1080 – – 30

5 -10 – – 480 – – 20

5 -5 480 1440 300 70 180 11

5 0 240 1080 120 45 120 7

5 5 120 720 60 25 60 5

10 10 90 480 45 15 45 2

15 15 60 360 30 9 25 1.5

20 20 45 240 15 5 15 1

25 30 30 90 – 2 7 –

25 40 – 45 – – 5 –

1. Drill hole to the required diameter and depth for stud size being used2. Clean the hole with brush and hand pump at least four times each.3. Insert foil into gun and attach nozzle. 4. Dispense to waste until an even colour is obtained. 5. Insert the mixing nozzle to the far end the hole and inject the resin, slowly

withdrawing the nozzle as the hole is filled to 2/3 of its depth.6. Immediately insert the stud, slowly and with with slight twisting motion.

Remove any excess resin around the hole before it sets and leave it undisturbed until the curing time elapses.

7. Attach fixture and tighten the nut to the required torque.

RM-50





AA158

B


Size M8 M10 M12 M16 M20 M24 M30

MEAN uLTIMATE LOAD

TENSION LOADS NRu.m

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRu.m

R-STUDS [kN] 18.30 29.00 42.15 78.50 122.50 176.50 280.50

R-STUDS 8.8 [kN] 29.28 46.40 67.44 125.60 196.00 282.40 448.80

R-STUDS A4 [kN] 25.62 40.60 59.01 109.90 171.50 247.10 392.70


TENSION LOADS NRk

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRk

R-STUDS [kN] 9.00 14.00 21.00 39.00 61.00 88.00 140.00

R-STUDS 8.8 [kN] 15.00 23.00 34.00 63.00 98.00 141.00 224.00

R-STUDS A4 [kN] 13.00 20.00 29.00 55.00 86.00 124.00 196.00




RM-50

B



159

B

Size M8 M10 M12 M16 M20 M24 M30

DESIGN LOAD

TENSION LOADS NRd

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRd

R-STUDS [kN] 7.20 11.20 16.80 31.20 48.80 70.40 112.00

R-STUDS 8.8 [kN] 12.00 18.40 27.20 50.40 78.40 112.80 179.20

R-STUDS A4 [kN] 8.33 12.82 18.59 35.26 55.13 79.49 125.64

RECOMMENDED LOAD*

TENSION LOADS Nrec

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS Vrec

R-STUDS [kN] 5.14 8.00 12.00 22.29 34.86 50.29 80.00

R-STUDS 8.8 [kN] 8.57 13.14 19.43 36.00 56.00 80.57 128.00

R-STUDS A4 [kN] 5.95 9.16 13.28 25.18 39.38 56.78 89.74


RM-50



AA160

B

Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 7.94 11.61 15.06 22.33 33.50 32.67 40.71




NRd,p [kN] 6.72 9.78 12.56 19.56 27.22 25.14 33.33


C30/37 - 1.04 1.04 1.04 1.04 1.00 1.00 1.00

C40/50 - 1.07 1.07 1.07 1.07 1.00 1.00 1.00

C50/60 - 1.09 1.09 1.09 1.09 1.00 1.00 1.00

Spacing scr,N [mm] 180 210 240 300 360 420 495


SHEAR LOADS














PERFORMANCE DATA –MINIMuM EMBEDMENT DEPTH



RM-50

B



161

B

CV

CN




SPACING

cN [mm]

M8 M10 M12 M16 M20 M24 M30


40 0.60 0.53 0.56 0.50 0.53 0.5050 0.65 0.58 0.62 0.54 0.58 0.54 0.53 0.5060 0.71 0.63 0.68 0.59 0.64 0.58 0.57 0.53 0.5370 0.77 0.68 0.75 0.63 0.69 0.63 0.62 0.57 0.57 0.5385 0.87 0.77 0.85 0.70 0.78 0.70 0.68 0.62 0.62 0.58 0.5490 0.90 0.80 0.89 0.72 0.81 0.72 0.70 0.64 0.64 0.59 0.55

105 0.96 0.85 1.00 0.80 0.90 0.80 0.77 0.69 0.69 0.64 0.59120 1.00 0.90 0.84 1.00 0.88 0.85 0.75 0.75 0.68 0.63150 1.00 0.93 0.97 1.00 0.88 0.87 0.78 0.71165 0.97 1.00 0.91 0.93 0.84 0.75180 1.00 0.95 1.00 0.89 0.79210 1.00 1.00 0.88250 1.00

cV [mm]

M8 M10 M12 M16 M20 M24 M30h≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

40 1.00 1.00 1.00 1.00 1.00 1.0050 1.40 1.40 1.40 1.40 1.40 1.40 1.00 1.0060 1.84 1.84 1.84 1.84 1.84 1.84 1.31 1.31 1.00 1.0070 2.32 2.26 2.32 2.26 2.32 2.32 1.66 1.66 1.26 1.26 1.00 1.0083 2.99 2.68 2.99 2.68 2.99 2.81 2.14 2.14 1.63 1.63 1.29 1.29 1.00 1.0090 3.38 2.90 3.38 2.90 3.38 3.05 2.41 2.37 1.84 1.84 1.46 1.46 1.13 1.13

100 3.95 3.23 3.95 3.23 3.95 3.39 2.83 2.63 2.15 2.15 1.71 1.71 1.32 1.32120 3.87 5.20 3.87 5.20 4.06 3.72 3.16 2.83 2.73 2.24 2.24 1.74 1.74150 4.84 7.26 5.08 5.20 3.95 3.95 3.42 3.14 2.93 2.43 2.43165 5.33 8.38 5.59 5.99 4.34 4.56 3.76 3.62 3.22 2.80 2.73180 5.81 6.09 6.83 4.74 5.20 4.10 4.12 3.51 3.19 2.98210 7.11 8.61 5.53 6.55 4.78 5.20 4.10 4.02 3.48250 8.46 11.18 6.58 8.51 5.69 6.75 4.88 5.23 4.14300 7.90 6.83 8.87 5.86 6.87 4.97350 9.22 7.97 6.83 8.66 5.79400 10.53 7.81 10.58 6.62450 8.78 7.45500 8.28550 9.10600 9.93

s [mm]

M8 M10 M12 M16 M20 M24 M30≥

1.13hminhmin

≥1.25hmin

hmin≥

1.28hminhmin

≥1.33hmin


40 0.61 0.57 0.60 0.56 0.58 0.5650 0.64 0.58 0.62 0.57 0.60 0.58 0.58 0.5660 0.67 0.60 0.64 0.59 0.63 0.59 0.60 0.58 0.5870 0.69 0.62 0.67 0.60 0.65 0.61 0.62 0.59 0.60 0.5885 0.72 0.64 0.70 0.62 0.68 0.63 0.64 0.61 0.62 0.60 0.59

100 0.75 0.67 0.74 0.64 0.71 0.66 0.67 0.63 0.64 0.62 0.60125 0.80 0.71 0.80 0.68 0.76 0.70 0.71 0.66 0.67 0.65 0.63150 0.85 0.75 0.86 0.71 0.81 0.73 0.75 0.69 0.71 0.68 0.65180 0.90 0.80 0.93 0.76 0.88 0.78 0.80 0.73 0.75 0.71 0.68200 0.94 0.83 0.98 0.79 0.92 0.81 0.83 0.75 0.78 0.74 0.70225 0.99 0.88 1.00 0.82 0.97 0.85 0.88 0.78 0.81 0.77 0.73250 1.00 0.92 0.86 1.00 0.89 0.92 0.81 0.85 0.80 0.75275 0.96 0.89 0.93 0.96 0.84 0.88 0.83 0.78300 1.00 0.93 0.97 1.00 0.88 0.92 0.86 0.80325 0.96 1.00 0.91 0.95 0.89 0.83360 1.00 0.95 1.00 0.93 0.86400 1.00 0.98 0.90440 1.00 0.94500 1.00











RM-50



AA162

B

Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 10.61 14.94 20.72 27.94 47.50 49.00 59.24




NRd,p [kN] 8.94 12.56 17.28 24.44 38.56 37.71 48.48


C30/37 - 1.11 1.08 1.08 1.08 1.08 1.00 1.00

C40/50 - 1.15 1.15 1.15 1.15 1.15 1.00 1.00

C50/60 - 1.19 1.19 1.19 1.19 1.19 1.00 1.00

Spacing scr,N [mm] 180 225 263 330 413 447 514


SHEAR LOADS















RM-50

B



163

B

CV

CN




SPACING

cN

[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.28hminhmin

≥1.31hmin

hmin≥

1.35hminhmin

≥1.38hmin

hmin≥

1.34hminhmin

≥1.36hmin

hmin≥

1.34hminhmin

40 0.60 0.5045 0.64 0.52 0.57 0.4955 0.71 0.56 0.63 0.53 0.59 0.5263 0.77 0.60 0.68 0.56 0.62 0.54 0.56 0.5185 0.90 0.70 0.81 0.64 0.74 0.62 0.65 0.57 0.58 0.55

105 0.98 0.76 0.94 0.72 0.85 0.69 0.73 0.63 0.64 0.60 0.62 0.56120 1.00 0.80 1.00 0.77 0.93 0.75 0.79 0.68 0.69 0.64 0.66 0.59 0.62 0.56140 0.85 0.81 1.00 0.82 0.88 0.74 0.76 0.70 0.72 0.64 0.67 0.60165 0.91 0.87 0.88 1.00 0.83 0.85 0.77 0.80 0.70 0.73 0.65180 0.95 0.90 0.91 0.86 0.90 0.82 0.85 0.74 0.77 0.68200 1.00 0.94 0.95 0.90 0.97 0.88 0.92 0.79 0.83 0.73225 1.00 1.00 0.95 1.00 0.94 1.00 0.86 0.90 0.78265 1.00 1.00 0.92 1.00 0.87300 0.98 0.92320 1.00 0.94360 1.00

cV[mm]

M8 M10 M12 M16 M20 M24 M30h≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

40 1.00 1.0045 1.19 1.19 1.00 1.0055 1.61 1.61 1.35 1.35 1.00 1.0063 1.98 1.98 1.66 1.66 1.23 1.23 1.00 1.0085 3.10 2.88 2.60 2.52 1.92 1.92 1.57 1.57 1.00 1.00

105 4.25 3.55 3.56 3.11 2.64 2.49 2.15 2.13 1.37 1.37 1.00 1.00120 4.06 4.35 3.56 3.22 2.84 2.63 2.44 1.68 1.68 1.22 1.22 1.00 1.00150 4.44 4.50 3.55 3.67 3.05 2.34 2.31 1.71 1.71 1.40 1.40180 5.92 4.26 4.83 3.66 3.08 2.77 2.24 2.23 1.84 1.84225 5.33 6.75 4.57 4.31 3.46 3.14 2.78 2.57 2.46250 7.90 5.08 5.04 3.85 3.67 3.09 3.01 2.73300 6.10 4.62 4.83 3.71 3.95 3.28350 7.12 4.33 4.98 3.83400 4.95 6.09 4.37450 4.92500 5.47550 6.01

s [mm]

M8 M10 M12 M16 M20 M24 M30≥

1.28hminhmin

≥1.31hmin

hmin≥

1.35hminhmin

≥1.38hmin

hmin≥

1.34hminhmin

≥1.36hmin

hmin≥

1.34hminhmin

40 0.61 0.5545 0.62 0.56 0.60 0.5555 0.65 0.57 0.62 0.56 0.60 0.5663 0.67 0.58 0.64 0.57 0.62 0.57 0.60 0.5685 0.74 0.61 0.69 0.59 0.66 0.60 0.63 0.59 0.60 0.58

105 0.79 0.63 0.73 0.62 0.70 0.62 0.66 0.61 0.63 0.60 0.62 0.58120 0.83 0.65 0.77 0.63 0.73 0.64 0.68 0.62 0.65 0.62 0.63 0.60 0.62 0.58150 0.88 0.69 0.83 0.67 0.79 0.67 0.73 0.65 0.68 0.65 0.67 0.62 0.65 0.60180 0.93 0.73 0.90 0.70 0.84 0.70 0.77 0.68 0.72 0.68 0.70 0.64 0.68 0.63200 0.96 0.75 0.94 0.72 0.88 0.73 0.80 0.70 0.74 0.70 0.72 0.66 0.69 0.64225 1.00 0.78 0.98 0.75 0.93 0.76 0.84 0.73 0.77 0.72 0.75 0.68 0.72 0.66280 0.85 1.00 0.81 1.00 0.82 0.92 0.78 0.84 0.77 0.81 0.72 0.77 0.69320 0.90 0.86 0.86 0.98 0.82 0.89 0.81 0.86 0.75 0.81 0.72400 1.00 0.94 0.95 1.00 0.90 0.98 0.89 0.95 0.82 0.89 0.78450 1.00 1.00 0.95 1.00 0.94 1.00 0.86 0.94 0.81500 1.00 0.99 0.90 0.99 0.85550 1.00 0.94 1.00 0.88630 1.00 0.94760 1.00











RM-50



AA164

B


Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 13.28 19.89 27.33 42.44 67.00 67.67 88.86




NRd,p [kN] 11.17 16.78 22.78 37.17 54.44 52.05 72.71


C30/37 - 1.11 1.08 1.08 1.08 1.08 1.00 1.00

C40/50 - 1.15 1.15 1.15 1.15 1.15 1.00 1.00

C50/60 - 1.19 1.19 1.19 1.19 1.19 1.00 1.00

Spacing scr,N [mm] 180 225 263 330 413 447 514


SHEAR LOADS














RM-50

B



165

B

CV

CN



SPACING

cN[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.33hminhmin

≥1.37hmin

hmin≥

1.40hminhmin

≥1.44hmin

hmin≥

1.41hminhmin

≥1.41hmin

hmin≥

1.41hminhmin

50 0.67 0.5260 0.74 0.56 0.66 0.5273 0.81 0.61 0.74 0.56 0.67 0.5495 0.92 0.69 0.86 0.63 0.79 0.61 0.69 0.55

100 0.93 0.70 0.88 0.64 0.82 0.62 0.71 0.56120 0.99 0.74 0.96 0.70 0.93 0.69 0.79 0.60 0.69 0.58140 1.00 0.78 1.00 0.73 1.00 0.74 0.88 0.65 0.76 0.63145 0.79 0.74 0.75 0.90 0.67 0.77 0.64 0.80 0.60165 0.83 0.78 0.78 1.00 0.72 0.85 0.69 0.85 0.64180 0.86 0.80 0.81 0.74 0.90 0.72 0.92 0.67 0.77 0.61200 0.90 0.83 0.84 0.76 0.97 0.77 1.00 0.71 0.83 0.64225 0.95 0.88 0.89 0.80 1.00 0.81 0.76 0.90 0.68265 1.00 0.94 0.96 0.85 0.87 0.80 1.00 0.75300 1.00 1.00 0.89 0.92 0.84 0.78360 0.97 1.00 0.91 0.83400 1.00 0.96 0.87450 1.00 0.92550 1.00

cV

[mm]

M8 M10 M12 M16 M20 M24 M30h≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

50 1.00 1.0060 1.31 1.31 1.00 1.0073 1.76 1.76 1.34 1.34 1.00 1.0095 2.62 2.50 1.99 1.99 1.48 1.48 1.00 1.00

100 2.83 2.63 2.15 2.15 1.60 1.60 1.08 1.08105 2.76 2.32 2.26 1.73 1.73 1.16 1.16120 2.83 2.58 2.11 2.08 1.42 1.42 1.00 1.00145 3.76 3.12 2.80 2.51 1.89 1.89 1.33 1.33 1.00 1.00180 3.87 3.87 3.12 2.61 2.35 1.84 1.84 1.38 1.38 1.00 1.00200 3.46 3.05 2.62 2.15 2.11 1.62 1.62 1.17 1.17230 3.77 3.01 2.65 2.42 2.00 2.00 1.44 1.44250 3.27 2.64 2.26 2.17 1.64 1.64300 3.92 2.98 2.61 2.15 2.10350 3.04 2.71 2.45400 3.31 2.80450 3.15

s[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.33hminhmin

≥1.37hmin

hmin≥

1.40hminhmin

≥1.44hmin

hmin≥

1.41hminhmin

≥1.41hmin

hmin≥

1.41hminhmin

50 0.64 0.5560 0.67 0.56 0.63 0.5573 0.70 0.57 0.66 0.56 0.64 0.5695 0.76 0.60 0.71 0.58 0.68 0.58 0.64 0.56

100 0.78 0.60 0.72 0.58 0.69 0.59 0.65 0.57120 0.83 0.62 0.77 0.60 0.73 0.60 0.68 0.58 0.65 0.58145 0.86 0.65 0.82 0.62 0.78 0.63 0.72 0.60 0.68 0.60 0.66 0.58180 0.91 0.68 0.89 0.65 0.84 0.66 0.77 0.62 0.72 0.63 0.70 0.60 0.68 0.58200 0.93 0.70 0.91 0.67 0.88 0.67 0.80 0.63 0.74 0.64 0.72 0.61 0.69 0.59225 0.97 0.73 0.94 0.69 0.93 0.69 0.84 0.65 0.77 0.66 0.75 0.63 0.72 0.60250 1.00 0.75 0.97 0.71 0.98 0.72 0.88 0.66 0.80 0.67 0.78 0.64 0.74 0.62280 0.78 1.00 0.73 1.00 0.74 0.92 0.68 0.84 0.69 0.81 0.66 0.77 0.63320 0.82 0.77 0.78 0.98 0.71 0.89 0.72 0.86 0.68 0.81 0.65400 0.90 0.83 0.84 1.00 0.76 0.98 0.78 0.95 0.73 0.89 0.69450 0.95 0.88 0.89 0.80 1.00 0.81 1.00 0.76 0.94 0.71500 1.00 0.92 0.93 0.83 0.85 0.79 0.99 0.73550 0.96 0.97 0.86 0.88 0.82 1.00 0.75630 1.00 1.00 0.91 0.94 0.86 0.79760 1.00 1.00 0.94 0.85950 1.00 0.94

1100 1.00











RM-50



AA166

B

Size M8 M10 M12 M16 M20 M24 M30

TENSION LOADS

STEEL FAILuRE





PULL-OUT FAILURE







- 1.11 1.08 1.08 1.08 1.08 1.00 1.00

Ψc - 1.15 1.15 1.15 1.15 1.15 1.00 1.00

- 1.19 1.19 1.19 1.19 1.19 1.00 1.00


≤3•hef


SHEAR LOADS



Characteristic resistance for c1VRk,c [kN] k1•d

α•hefβ•√(fck, cube)•c1

1.5


α [-] α=0.1•( hef

)0.5

β [-] β=0.1•( d )0.2



STEEL FAILuRE



γMs



7.5

c1

c1


2

RM-50

B



167

B

Size M8 M10 M12 M16 M20 M24 M30


R-STUDS

fuk [N/mm2]

520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700


R-STUDS

fyk [N/mm2]

420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350




R-STUDS

M0Rk,s [Nm]

19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1


R-STUDS

M [Nm]

11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5


M8 M10 M12 M16 M20 M24 M30


+0.15•( cN )2

≤ 1

M8 M10 M12 M16 M20 M24 M30


2) ≤ 1

2 ccr,N ccr,N

2 2 2

CV

CN




SPACING


RM-50



AA168

B

R-kF2

BASE MATERIAL:• Non-cracked concrete (Option 7) C20/25 - C50/60• Reinforced and unreinforced concrete • Dry or wet concrete (Category 1) • Water filled holes, except sea water (Category 2


Size



Diameter LengthMax.

thicknessHole

diameter

d Ltfix,

for hmin

tfix, for hstand

tfix, for hmax

df



R-STUDS-08160 - R-STUDS-08160-A4 8 160 90 70 50 9

M10


R-STUDS-10170 - R-STUDS-10170-A4 10 170 88 68 38 12

R-STUDS-10190 - R-STUDS-10190 -A4 10 190 108 88 58 12

M12


R-STUDS-12190 - R-STUDS-12190-A4 12 190 95 65 30 14

R-STUDS-12220 - R-STUDS-12220-A4 12 220 125 95 60 14

R-STUDS-12260 - R-STUDS-12260-A4 12 260 165 135 100 14

R-STUDS-12300 - R-STUDS-12300-A4 12 300 205 175 140 14

M16


R-STUDS-16220 - R-STUDS-16220-A4 16 220 101 76 11 18

R-STUDS-16260 - R-STUDS-16260-A4 16 260 141 116 51 18

R-STUDS-16300 - R-STUDS-16300-A4 16 300 181 156 91 18

R-STUDS-16380 - R-STUDS-16380-A4 16 380 261 236 171 18

M20


R-STUDS-20300 - R-STUDS-20300-A4 20 300 157 107 37 22

R-STUDS-20350 - R-STUDS-20350-A4 20 350 207 157 87 22



FEATuRES:• Several embedment depths R-STuDS • R-STUDS - Carbon steel, class 5.8, acc. to EN ISO 898-1• R-STUDS-88 - carbon steel, class 8.8 acc. to EN ISO 898-1• Coating thickness 5μm acc. to EN ISO 4042 • R-STUDS-A4 - stainless steel grade A4-70, A4-80 acc. to EN

ISO 3506• Material 1.4401, 1.4404, 1.4571 acc. to EN 10088

R-KF2



R-KF2 – Polyester resin for concrete

R-STUDS

R-STUDS-FL

B



169

B

R-kF2


1. Drill hole to the required diameter and depth for stud size being used 2. Clean the hole with brush and hand pump at least four times each. 3. Insert cartridge into gun and attach nozzle. 4. Dispense to waste until an even colour is obtained. 5. Insert the mixing nozzle to the far end the hole and inject the resin, slowly withdrawing the nozzle as the hole is filled to 2/3 of its depth. 6. Immediately insert the stud, slowly and with with slight twisting motion. Remove any excess resin around the hole before it sets


INSTALLATION GuIDE

Resin temperature



[0C] [0C] [min] [min]

5 -5 360 60

5 0 180 40

5 5 120 20

10 10 80 12

15 15 60 8

20 20 45 5

25 30 20 2


Size M8 M10 M12 M16 M20 M24 M30



Torque Tinst [Nm] 10 20 40 80 120 180 300



hnom, max [mm] 100 120 145 190 240 290 360








AA170

B

Size M8 M10 M12 M16 M20 M24 M30

MEAN uLTIMATE LOAD

TENSION LOADS NRu.m

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRu.m

R-STUDS [kN] 18.30 29.00 42.15 78.50 122.50 176.50 280.50

R-STUDS 8.8 [kN] 29.28 46.40 67.44 125.60 196.00 282.40 448.80

R-STUDS A4 [kN] 25.62 40.60 59.01 109.90 171.50 247.10 392.70


TENSION LOADS NRk

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRk

R-STUDS [kN] 9.00 14.00 21.00 39.00 61.00 88.00 140.00

R-STUDS 8.8 [kN] 15.00 23.00 34.00 63.00 98.00 141.00 224.00

R-STUDS A4 [kN] 13.00 20.00 29.00 55.00 86.00 124.00 196.00

Performance data for single anchor without influence of edge distance and spacing




R-kF2

B



171

B

Size M8 M10 M12 M16 M20 M24 M30

DESIGN LOAD

TENSION LOADS NRd

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRd

R-STUDS [kN] 7.20 11.20 16.80 31.20 48.80 70.40 112.00

R-STUDS 8.8 [kN] 12.00 18.40 27.20 50.40 78.40 112.80 179.20

R-STUDS A4 [kN] 8.33 12.82 18.59 35.26 55.13 79.49 125.64

RECOMMENDED LOAD*

TENSION LOADS Nrec

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS Vrec

R-STUDS [kN] 5.14 8.00 12.00 22.29 34.86 50.29 80.00

R-STUDS 8.8 [kN] 8.57 13.14 19.43 36.00 56.00 80.57 128.00

R-STUDS A4 [kN] 5.95 9.16 13.28 25.18 39.38 56.78 89.74


steel failure

R-kF2



AA172

B

Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS


Characteristic resistance NRk.s [kN] 18.00 29.00 42.00 78.00 122.00 176.00 280.00

Design resistance γMs=1.5 NRd.s [kN] 12.00 19.33 28.00 52.00 81.33 117.33 186.67










NRd,p [kN] 7.94 12.22 15.94 25.11 35.61 35.19 37.05




NRd,p [kN] 7.11 11.00 14.22 22.33 31.39 30.14 33.33


C30/37 - 1.11 1.08 1.08 1.08 1.08 1.00 1.00

C40/50 - 1.15 1.15 1.15 1.15 1.15 1.00 1.00

C50/60 - 1.19 1.19 1.19 1.19 1.19 1.00 1.00

Spacing scr.N [mm] 180 210 240 300 360 420 490


SHEAR LOADS



Characteristic resistance for c1 VRk.c [kN] 5.27 5.68 6.09 9.06 12.51 16.42 22.23

Design resistance γMc=1.5 VRd.c [kN] 3.51 3.79 4.06 6.04 8.34 10.94 14.82


Characteristic resistance without lever arm VRk.s [kN] 9.00 14.00 21.00 39.00 61.00 88.00 140.00

Design resistance γMs=1.25 VRd.s [kN] 7.20 11.20 16.80 31.20 48.80 70.40 112.00










R-kF2

B



173

B

CV

CN




SPACING

cN [mm]

M8 M10 M12 M16 M20 M24 M30≥

1.13hminhmin

≥1.25hmin

hmin≥

1.28hminhmin

≥1.33hmin


40 0.60 0.53 0.56 0.50 0.53 0.5050 0.65 0.58 0.62 0.54 0.58 0.54 0.53 0.5060 0.71 0.63 0.68 0.59 0.64 0.58 0.57 0.53 0.5370 0.77 0.68 0.75 0.63 0.69 0.63 0.62 0.57 0.57 0.5385 0.87 0.77 0.85 0.70 0.78 0.70 0.68 0.62 0.62 0.58 0.5490 0.90 0.80 0.89 0.72 0.81 0.72 0.70 0.64 0.64 0.59 0.55

105 0.96 0.85 1.00 0.80 0.90 0.80 0.77 0.69 0.69 0.64 0.59120 1.00 0.90 0.84 1.00 0.88 0.85 0.75 0.75 0.68 0.63150 1.00 0.93 0.97 1.00 0.88 0.87 0.78 0.71165 0.97 1.00 0.91 0.93 0.84 0.75180 1.00 0.95 1.00 0.89 0.79210 1.00 1.00 0.88250 1.00

cV [mm]

M8 M10 M12 M16 M20 M24 M30h≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

40 1.00 1.00 1.00 1.00 1.00 1.0050 1.40 1.40 1.40 1.40 1.40 1.40 1.00 1.0060 1.84 1.84 1.84 1.84 1.84 1.84 1.31 1.31 1.00 1.0070 2.32 2.26 2.32 2.26 2.32 2.32 1.66 1.66 1.26 1.26 1.00 1.0083 2.99 2.68 2.99 2.68 2.99 2.81 2.14 2.14 1.63 1.63 1.29 1.29 1.00 1.0090 3.38 2.90 3.38 2.90 3.38 3.05 2.41 2.37 1.84 1.84 1.46 1.46 1.13 1.13

100 3.95 3.23 3.95 3.23 3.95 3.39 2.83 2.63 2.15 2.15 1.71 1.71 1.32 1.32120 3.87 5.20 3.87 5.20 4.06 3.72 3.16 2.83 2.73 2.24 2.24 1.74 1.74150 4.84 7.26 5.08 5.20 3.95 3.95 3.42 3.14 2.93 2.43 2.43165 5.33 8.38 5.59 5.99 4.34 4.56 3.76 3.62 3.22 2.80 2.73180 5.81 6.09 6.83 4.74 5.20 4.10 4.12 3.51 3.19 2.98210 7.11 8.61 5.53 6.55 4.78 5.20 4.10 4.02 3.48250 8.46 11.18 6.58 8.51 5.69 6.75 4.88 5.23 4.14300 7.90 6.83 8.87 5.86 6.87 4.97350 9.22 7.97 6.83 8.66 5.79400 10.53 7.81 10.58 6.62450 8.78 7.45500 8.28550 9.10600 9.93

s [mm]

M8 M10 M12 M16 M20 M24 M30≥

1.13hminhmin

≥1.25hmin

hmin

≥1.28hmin

hmin

≥1.33hmin


40 0.61 0.57 0.60 0.56 0.58 0.5650 0.64 0.58 0.62 0.57 0.60 0.58 0.58 0.5660 0.67 0.60 0.64 0.59 0.63 0.59 0.60 0.58 0.5870 0.69 0.62 0.67 0.60 0.65 0.61 0.62 0.59 0.60 0.5885 0.72 0.64 0.70 0.62 0.68 0.63 0.64 0.61 0.62 0.60 0.59

100 0.75 0.67 0.74 0.64 0.71 0.66 0.67 0.63 0.64 0.62 0.60125 0.80 0.71 0.80 0.68 0.76 0.70 0.71 0.66 0.67 0.65 0.63150 0.85 0.75 0.86 0.71 0.81 0.73 0.75 0.69 0.71 0.68 0.65180 0.90 0.80 0.93 0.76 0.88 0.78 0.80 0.73 0.75 0.71 0.68200 0.94 0.83 0.98 0.79 0.92 0.81 0.83 0.75 0.78 0.74 0.70225 0.99 0.88 1.00 0.82 0.97 0.85 0.88 0.78 0.81 0.77 0.73250 1.00 0.92 0.86 1.00 0.89 0.92 0.81 0.85 0.80 0.75275 0.96 0.89 0.93 0.96 0.84 0.88 0.83 0.78300 1.00 0.93 0.97 1.00 0.88 0.92 0.86 0.80325 0.96 1.00 0.91 0.95 0.89 0.83360 1.00 0.95 1.00 0.93 0.86400 1.00 0.98 0.90440 1.00 0.94500 1.00











R-kF2



AA174

B

Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 10.61 15.72 21.89 31.39 50.44 52.76 53.86




NRd,p [kN] 9.50 14.11 19.56 27.94 44.50 45.24 48.48


C30/37 - 1.11 1.08 1.08 1.08 1.08 1.00 1.00

C40/50 - 1.15 1.15 1.15 1.15 1.15 1.00 1.00

C50/60 - 1.19 1.19 1.19 1.19 1.19 1.00 1.00

Spacing scr.N [mm] 180 231 270 351 426 464 490


SHEAR LOADS



Characteristic resistance for c1VRk.c [kN] 5.60 7.00 9.84 12.80 21.10 30.13 38.66

Design resistance γMc=1.5 VRd.c [kN] 3.73 4.67 6.56 8.53 14.07 20.09 25.77











R-kF2

B



175

B

CV

CN




SPACING

cN [mm]

M8 M10 M12 M16 M20 M24 M30≥

1.28hminhmin

≥1.31hmin

hmin≥

1.35hminhmin

≥1.38hmin

hmin≥

1.34hminhmin

≥1.36hmin

hmin≥

1.34hminhmin

40 0.60 0.5045 0.64 0.52 0.57 0.4955 0.71 0.56 0.62 0.52 0.58 0.5163 0.77 0.60 0.67 0.55 0.62 0.54 0.55 0.5185 0.90 0.70 0.80 0.63 0.72 0.62 0.63 0.57 0.57 0.55

105 0.98 0.76 0.93 0.71 0.83 0.69 0.70 0.62 0.63 0.60 0.61 0.56120 1.00 0.80 1.00 0.77 0.91 0.75 0.76 0.67 0.68 0.64 0.65 0.59 0.63 0.56140 0.85 0.81 1.00 0.82 0.85 0.73 0.74 0.69 0.71 0.64 0.68 0.61165 0.91 0.87 0.88 0.95 0.82 0.83 0.77 0.78 0.70 0.75 0.66180 0.95 0.90 0.91 1.00 0.86 0.88 0.81 0.83 0.73 0.80 0.69200 1.00 0.94 0.95 0.90 0.95 0.88 0.89 0.78 0.86 0.73225 1.00 1.00 0.95 1.00 0.94 0.98 0.85 0.94 0.79265 1.00 1.00 1.00 0.92 1.00 0.87300 0.98 0.92320 1.00 0.94360 1.00

cV [mm]

M8 M10 M12 M16 M20 M24 M30


40 1.00 1.0045 1.19 1.19 1.00 1.0055 1.61 1.61 1.35 1.35 1.00 1.0063 1.98 1.98 1.66 1.66 1.23 1.23 1.00 1.0085 3.10 2.88 2.60 2.52 1.92 1.92 1.57 1.57 1.00 1.00

105 4.25 3.55 3.56 3.11 2.64 2.49 2.15 2.13 1.37 1.37 1.00 1.00120 4.06 4.35 3.56 3.22 2.84 2.63 2.44 1.68 1.68 1.22 1.22 1.00 1.00150 4.44 4.50 3.55 3.67 3.05 2.34 2.31 1.71 1.71 1.40 1.40180 5.92 4.26 4.83 3.66 3.08 2.77 2.24 2.23 1.84 1.84225 5.33 6.75 4.57 4.31 3.46 3.14 2.78 2.57 2.46250 7.90 5.08 5.04 3.85 3.67 3.09 3.01 2.73300 6.10 4.62 4.83 3.71 3.95 3.28350 7.12 4.33 4.98 3.83400 4.95 6.09 4.37450 4.92500 5.47550 6.01

s[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.28hminhmin

≥1.31hmin

hmin

≥1.35hmin

hmin

≥1.38hmin

hmin

≥1.34hmin

hmin

≥1.36hmin

hmin

≥1.34hmin

hmin

40 0.61 0.5545 0.62 0.56 0.60 0.5555 0.65 0.57 0.62 0.56 0.60 0.5663 0.67 0.58 0.64 0.57 0.62 0.57 0.59 0.5685 0.74 0.61 0.68 0.59 0.66 0.60 0.62 0.59 0.60 0.58

105 0.79 0.63 0.73 0.62 0.69 0.62 0.65 0.61 0.62 0.60 0.61 0.58120 0.83 0.65 0.76 0.63 0.72 0.64 0.67 0.62 0.64 0.62 0.63 0.60 0.62 0.58150 0.88 0.69 0.82 0.67 0.78 0.67 0.71 0.65 0.68 0.65 0.66 0.62 0.65 0.60180 0.93 0.73 0.89 0.70 0.83 0.70 0.76 0.68 0.71 0.68 0.69 0.64 0.68 0.63200 0.96 0.75 0.93 0.72 0.87 0.73 0.79 0.70 0.73 0.70 0.72 0.66 0.70 0.64225 1.00 0.78 0.98 0.75 0.92 0.76 0.82 0.73 0.76 0.72 0.74 0.68 0.73 0.66280 0.85 1.00 0.81 1.00 0.82 0.90 0.78 0.83 0.77 0.80 0.72 0.79 0.69320 0.90 0.86 0.86 0.96 0.82 0.88 0.81 0.85 0.75 0.83 0.72400 1.00 0.94 0.95 1.00 0.90 0.97 0.89 0.93 0.82 0.91 0.78450 1.00 1.00 0.95 1.00 0.94 0.99 0.86 0.96 0.81500 1.00 0.99 1.00 0.90 1.00 0.85550 1.00 0.94 0.88630 1.00 0.94760 1.00











R-kF2



AA176

B


Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 13.28 20.94 28.83 47.78 71.22 72.90 80.76




NRd,p [kN] 11.89 18.83 25.83 42.44 62.83 62.48 72.71


C30/37 - 1.11 1.08 1.08 1.08 1.08 1.00 1.00

C40/50 - 1.15 1.15 1.15 1.15 1.15 1.00 1.00

C50/60 - 1.19 1.19 1.19 1.19 1.19 1.00 1.00

Spacing scr,N [mm] 180 231 270 351 426 464 490


SHEAR LOADS














R-kF2

B



177

B

CV

CN




SPACING

cN [mm]

M8 M10 M12 M16 M20 M24 M30≥

1.33hminhmin

≥1.37hmin

hmin

≥1.40hmin

hmin

≥1.44hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

50 0.67 0.5260 0.74 0.56 0.65 0.5173 0.81 0.61 0.73 0.55 0.66 0.5495 0.92 0.69 0.85 0.62 0.78 0.60 0.67 0.54

100 0.93 0.70 0.88 0.64 0.80 0.62 0.68 0.55120 0.99 0.74 0.96 0.70 0.91 0.68 0.76 0.60 0.68 0.58140 1.00 0.78 1.00 0.73 1.00 0.74 0.85 0.64 0.74 0.62145 0.79 0.74 0.75 0.87 0.65 0.76 0.63 0.78 0.59165 0.83 0.78 0.78 0.95 0.70 0.83 0.68 0.83 0.63180 0.86 0.80 0.81 1.00 0.74 0.88 0.72 0.89 0.66 0.80 0.61200 0.90 0.83 0.84 0.76 0.95 0.76 0.98 0.70 0.86 0.65225 0.95 0.88 0.89 0.80 1.00 0.81 1.00 0.75 0.94 0.69250 1.00 0.92 0.93 0.83 0.85 0.79 1.00 0.73300 1.00 1.00 0.89 0.92 0.84 0.78360 0.97 1.00 0.91 0.83400 1.00 0.96 0.87450 1.00 0.92550 1.00

cV [mm]

M8 M10 M12 M16 M20 M24 M30


50 1.00 1.0060 1.31 1.31 1.00 1.0073 1.76 1.76 1.34 1.34 1.00 1.0095 2.62 2.50 1.99 1.99 1.48 1.48 1.00 1.00

100 2.83 2.63 2.15 2.15 1.60 1.60 1.08 1.08105 2.76 2.32 2.26 1.73 1.73 1.16 1.16120 2.83 2.58 2.11 2.08 1.42 1.42 1.00 1.00145 3.76 3.12 2.80 2.51 1.89 1.89 1.33 1.33 1.00 1.00180 3.87 3.87 3.12 2.61 2.35 1.84 1.84 1.38 1.38 1.00 1.00200 3.46 3.05 2.62 2.15 2.11 1.62 1.62 1.17 1.17230 3.77 3.01 2.65 2.42 2.00 2.00 1.44 1.44250 3.27 2.64 2.26 2.17 1.64 1.64300 3.92 2.98 2.61 2.15 2.10350 3.04 2.71 2.45400 3.31 2.80450 3.15

s [mm]

M8 M10 M12 M16 M20 M24 M30≥

1.33hminhmin

≥1.37hmin

hmin

≥1.40hmin

hmin

≥1.44hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

50 0.64 0.5560 0.67 0.56 0.63 0.5573 0.70 0.57 0.66 0.56 0.64 0.5695 0.76 0.60 0.71 0.58 0.68 0.58 0.64 0.56

100 0.78 0.60 0.72 0.58 0.69 0.59 0.64 0.57120 0.83 0.62 0.76 0.60 0.72 0.60 0.67 0.58 0.64 0.58145 0.86 0.65 0.81 0.62 0.77 0.63 0.71 0.60 0.67 0.60 0.66 0.58180 0.91 0.68 0.89 0.65 0.83 0.66 0.76 0.62 0.71 0.63 0.69 0.60 0.68 0.58200 0.93 0.70 0.91 0.67 0.87 0.67 0.79 0.63 0.73 0.64 0.72 0.61 0.70 0.59225 0.97 0.73 0.94 0.69 0.92 0.69 0.82 0.65 0.76 0.66 0.74 0.63 0.73 0.60250 1.00 0.75 0.97 0.71 0.96 0.72 0.86 0.66 0.79 0.67 0.77 0.64 0.76 0.62280 0.78 1.00 0.73 1.00 0.74 0.90 0.68 0.83 0.69 0.80 0.66 0.79 0.63320 0.82 0.77 0.78 0.96 0.71 0.88 0.72 0.85 0.68 0.83 0.65400 0.90 0.83 0.84 1.00 0.76 0.97 0.78 0.93 0.73 0.91 0.69450 0.95 0.88 0.89 0.80 1.00 0.81 0.99 0.76 0.96 0.71500 1.00 0.92 0.93 0.83 0.85 1.00 0.79 1.00 0.73550 0.96 0.97 0.86 0.88 0.82 0.75630 1.00 1.00 0.91 0.94 0.86 0.79760 1.00 1.00 0.94 0.85950 1.00 0.94

1100 1.00











R-kF2



AA178

B

Size M8 M10 M12 M16 M20 M24 M30

TENSION LOADS

STEEL FAILuRE





PULL-OUT FAILURE







- 1.11 1.08 1.08 1.08 1.08 1.00 1.00

- 1.15 1.15 1.15 1.15 1.15 1.00 1.00

- 1.19 1.19 1.19 1.19 1.19 1.00 1.00


≤3•hef


SHEAR LOADS






α [-] α=0.1•( hef

)0.5

β [-] β=0.1•( d )0.2



STEEL FAILuRE



γMs



7.5

c1

c1


2

R-kF2

B



179

B

Size M8 M10 M12 M16 M20 M24 M30


R-STUDS

fuk [N/mm2]

520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700


R-STUDS

fyk [N/mm2]

420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350




R-STUDS

M0Rk,s [Nm]

19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1


R-STUDS

M [Nm]

11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5


M8 M10 M12 M16 M20 M24 M30


+0.15•( cN )2

≤ 1

M8 M10 M12 M16 M20 M24 M30


2) ≤ 1

2 ccr,N ccr,N

2 2 2

CV

CN




SPACING


R-kF2


AA180

B

bonded anchors - Threaded rodsRP-30

BASE MATERIAL:• Non-cracked concrete (Option 7) C20/25 - C50/60• Reinforced and unreinforced concrete • Dry or wet concrete (Category 1) • Water filled holes, except sea water (Category 2


Size



Diameter LengthMax.

thicknessHole

diameter

d Ltfix,

for hmin

tfix, for hstand

tfix, for hmax

df



R-STUDS-08160 - R-STUDS-08160-A4 8 160 90 70 50 9

M10


R-STUDS-10170 - R-STUDS-10170-A4 10 170 88 68 38 12

R-STUDS-10190 - R-STUDS-10190 -A4 10 190 108 88 58 12

M12


R-STUDS-12190 - R-STUDS-12190-A4 12 190 95 65 30 14

R-STUDS-12220 - R-STUDS-12220-A4 12 220 125 95 60 14

R-STUDS-12260 - R-STUDS-12260-A4 12 260 165 135 100 14

R-STUDS-12300 - R-STUDS-12300-A4 12 300 205 175 140 14

M16


R-STUDS-16220 - R-STUDS-16220-A4 16 220 101 76 11 18

R-STUDS-16260 - R-STUDS-16260-A4 16 260 141 116 51 18

R-STUDS-16300 - R-STUDS-16300-A4 16 300 181 156 91 18

R-STUDS-16380 - R-STUDS-16380-A4 16 380 261 236 171 18

M20


R-STUDS-20300 - R-STUDS-20300-A4 20 300 157 107 37 22

R-STUDS-20350 - R-STUDS-20350-A4 20 350 207 157 87 22



FEATuRES:• Several embedment depths • Cartridge Free System

R-STuDS • R-STUDS - Carbon steel, class 5.8, acc. to EN ISO 898-1• R-STUDS-88 - carbon steel, class 8.8 acc. to EN ISO 898-1• Coating thickness 5μm acc. to EN ISO 4042 • R-STUDS-A4 - stainless steel grade A4-70, A4-80 acc.

to EN ISO 3506• Material 1.4401, 1.4404, 1.4571 acc. to EN 10088

RP30

R-STUDS

R-STUDS-FL

RP-30 – Polyester resin for concrete



B

181

B



RP-30


1. Drill hole to the required diameter and depth for stud size being used 2. Clean the hole with brush and hand pump at least four times each. 3. Insert foil into gun and attach nozzle. 4. Dispense to waste until an even colour is obtained. 5. Insert the mixing nozzle to the far end the hole and inject the resin, slowly withdrawing the nozzle as the hole is filled to 2/3 of its depth.6. Immediately insert the stud, slowly and with with slight twisting motion. Remove any excess resin around the hole before it sets


INSTALLATION GuIDE

Resin temperature



[0C] [0C] [min] [min]

5 -5 360 60

5 0 180 40

5 5 120 20

10 10 80 12

15 15 60 8

20 20 45 5

25 30 20 2


Size M8 M10 M12 M16 M20 M24 M30



Torque Tinst [Nm] 10 20 40 80 120 180 300



hnom, max [mm] 100 120 145 190 240 290 360







AA182

B


Size M8 M10 M12 M16 M20 M24 M30

MEAN uLTIMATE LOAD

TENSION LOADS NRu,m

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRu,m

R-STUDS [kN] 18.30 29.00 42.15 78.50 122.50 176.50 280.50

R-STUDS 8.8 [kN] 29.28 46.40 67.44 125.60 196.00 282.40 448.80

R-STUDS A4 [kN] 25.62 40.60 59.01 109.90 171.50 247.10 392.70


TENSION LOADS NRk

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRk

R-STUDS [kN] 9.00 14.00 21.00 39.00 61.00 88.00 140.00

R-STUDS 8.8 [kN] 15.00 23.00 34.00 63.00 98.00 141.00 224.00

R-STUDS A4 [kN] 13.00 20.00 29.00 55.00 86.00 124.00 196.00





RP-30

B


183

B


Size M8 M10 M12 M16 M20 M24 M30

DESIGN LOAD

TENSION LOADS NRd

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS VRd

R-STUDS [kN] 7.20 11.20 16.80 31.20 48.80 70.40 112.00

R-STUDS 8.8 [kN] 12.00 18.40 27.20 50.40 78.40 112.80 179.20

R-STUDS A4 [kN] 8.33 12.82 18.59 35.26 55.13 79.49 125.64

RECOMMENDED LOAD*

TENSION LOADS Nrec

R-STUDS (5.8)




R-STUDS -88 (8.8)




R-STUDS -A4 (A4-70)




SHEAR LOADS Vrec

R-STUDS [kN] 5.14 8.00 12.00 22.29 34.86 50.29 80.00

R-STUDS 8.8 [kN] 8.57 13.14 19.43 36.00 56.00 80.57 128.00

R-STUDS A4 [kN] 5.95 9.16 13.28 25.18 39.38 56.78 89.74


RP-30


AA184

B


Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 7.94 12.22 15.94 25.11 35.61 35.19 37.05




NRd,p [kN] 7.11 11.00 14.22 22.33 31.39 30.14 33.33


C30/37 - 1.11 1.08 1.08 1.08 1.08 1.00 1.00

C40/50 - 1.15 1.15 1.15 1.15 1.15 1.00 1.00

C50/60 - 1.19 1.19 1.19 1.19 1.19 1.00 1.00

Spacing scr,N [mm] 180 210 240 300 360 420 490


SHEAR LOADS

















RP-30

B


185

B


CV

CN




SPACING

cN[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.13hminhmin

≥1.25hmin

hmin≥

1.28hminhmin

≥1.33hmin


40 0.60 0.53 0.56 0.50 0.53 0.5050 0.65 0.58 0.62 0.54 0.58 0.54 0.53 0.5060 0.71 0.63 0.68 0.59 0.64 0.58 0.57 0.53 0.5370 0.77 0.68 0.75 0.63 0.69 0.63 0.62 0.57 0.57 0.5385 0.87 0.77 0.85 0.70 0.78 0.70 0.68 0.62 0.62 0.58 0.5490 0.90 0.80 0.89 0.72 0.81 0.72 0.70 0.64 0.64 0.59 0.55

105 0.96 0.85 1.00 0.80 0.90 0.80 0.77 0.69 0.69 0.64 0.59120 1.00 0.90 0.84 1.00 0.88 0.85 0.75 0.75 0.68 0.63150 1.00 0.93 0.97 1.00 0.88 0.87 0.78 0.71165 0.97 1.00 0.91 0.93 0.84 0.75180 1.00 0.95 1.00 0.89 0.79210 1.00 1.00 0.88250 1.00

cV [mm]

M8 M10 M12 M16 M20 M24 M30h≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

h≥1.5cV

hminh≥

1.5cVhmin

40 1.00 1.00 1.00 1.00 1.00 1.0050 1.40 1.40 1.40 1.40 1.40 1.40 1.00 1.0060 1.84 1.84 1.84 1.84 1.84 1.84 1.31 1.31 1.00 1.0070 2.32 2.26 2.32 2.26 2.32 2.32 1.66 1.66 1.26 1.26 1.00 1.0083 2.99 2.68 2.99 2.68 2.99 2.81 2.14 2.14 1.63 1.63 1.29 1.29 1.00 1.0090 3.38 2.90 3.38 2.90 3.38 3.05 2.41 2.37 1.84 1.84 1.46 1.46 1.13 1.13

100 3.95 3.23 3.95 3.23 3.95 3.39 2.83 2.63 2.15 2.15 1.71 1.71 1.32 1.32120 3.87 5.20 3.87 5.20 4.06 3.72 3.16 2.83 2.73 2.24 2.24 1.74 1.74150 4.84 7.26 5.08 5.20 3.95 3.95 3.42 3.14 2.93 2.43 2.43165 5.33 8.38 5.59 5.99 4.34 4.56 3.76 3.62 3.22 2.80 2.73180 5.81 6.09 6.83 4.74 5.20 4.10 4.12 3.51 3.19 2.98210 7.11 8.61 5.53 6.55 4.78 5.20 4.10 4.02 3.48250 8.46 11.18 6.58 8.51 5.69 6.75 4.88 5.23 4.14300 7.90 6.83 8.87 5.86 6.87 4.97350 9.22 7.97 6.83 8.66 5.79400 10.53 7.81 10.58 6.62450 8.78 7.45500 8.28550 9.10600 9.93

s[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.13hminhmin

≥1.25hmin

hmin

≥1.28hmin

hmin

≥1.33hmin


40 0.61 0.57 0.60 0.56 0.58 0.5650 0.64 0.58 0.62 0.57 0.60 0.58 0.58 0.5660 0.67 0.60 0.64 0.59 0.63 0.59 0.60 0.58 0.5870 0.69 0.62 0.67 0.60 0.65 0.61 0.62 0.59 0.60 0.5885 0.72 0.64 0.70 0.62 0.68 0.63 0.64 0.61 0.62 0.60 0.59

100 0.75 0.67 0.74 0.64 0.71 0.66 0.67 0.63 0.64 0.62 0.60125 0.80 0.71 0.80 0.68 0.76 0.70 0.71 0.66 0.67 0.65 0.63150 0.85 0.75 0.86 0.71 0.81 0.73 0.75 0.69 0.71 0.68 0.65180 0.90 0.80 0.93 0.76 0.88 0.78 0.80 0.73 0.75 0.71 0.68200 0.94 0.83 0.98 0.79 0.92 0.81 0.83 0.75 0.78 0.74 0.70225 0.99 0.88 1.00 0.82 0.97 0.85 0.88 0.78 0.81 0.77 0.73250 1.00 0.92 0.86 1.00 0.89 0.92 0.81 0.85 0.80 0.75275 0.96 0.89 0.93 0.96 0.84 0.88 0.83 0.78300 1.00 0.93 0.97 1.00 0.88 0.92 0.86 0.80325 0.96 1.00 0.91 0.95 0.89 0.83360 1.00 0.95 1.00 0.93 0.86400 1.00 0.98 0.90440 1.00 0.94500 1.00











RP-30


AA186

B


Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 10.61 15.72 21.89 31.39 50.44 52.76 53.86



Design resistanceγMc=1.8 (M8-M20) / 2.1 (M24-M30)

NRd,p [kN] 9.50 14.11 19.56 27.94 44.50 45.24 48.48


C30/37 - 1.11 1.08 1.08 1.08 1.08 1.00 1.00

C40/50 - 1.15 1.15 1.15 1.15 1.15 1.00 1.00

C50/60 - 1.19 1.19 1.19 1.19 1.19 1.00 1.00

Spacing scr,N [mm] 180 231 270 351 426 464 490


SHEAR LOADS















RP-30

B


187

B


CV

CN




SPACING

cN[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.28hminhmin

≥1.31hmin

hmin≥

1.35hminhmin

≥1.38hmin

hmin≥

1.34hmin hmin

≥1.36hmin hmin

≥1.34hmin hmin

40 0.60 0.5045 0.64 0.52 0.57 0.4955 0.71 0.56 0.62 0.52 0.58 0.5163 0.77 0.60 0.67 0.55 0.62 0.54 0.55 0.5185 0.90 0.70 0.80 0.63 0.72 0.62 0.63 0.57 0.57 0.55

105 0.98 0.76 0.93 0.71 0.83 0.69 0.70 0.62 0.63 0.60 0.61 0.56120 1.00 0.80 1.00 0.77 0.91 0.75 0.76 0.67 0.68 0.64 0.65 0.59 0.63 0.56140 0.85 0.81 1.00 0.82 0.85 0.73 0.74 0.69 0.71 0.64 0.68 0.61165 0.91 0.87 0.88 0.95 0.82 0.83 0.77 0.78 0.70 0.75 0.66180 0.95 0.90 0.91 1.00 0.86 0.88 0.81 0.83 0.73 0.80 0.69200 1.00 0.94 0.95 0.90 0.95 0.88 0.89 0.78 0.86 0.73225 1.00 1.00 0.95 1.00 0.94 0.98 0.85 0.94 0.79265 1.00 1.00 1.00 0.92 1.00 0.87300 0.98 0.92320 1.00 0.94360 1.00

cV[mm]

M8 M10 M12 M16 M20 M24 M30


40 1.00 1.0045 1.19 1.19 1.00 1.0055 1.61 1.61 1.35 1.35 1.00 1.0063 1.98 1.98 1.66 1.66 1.23 1.23 1.00 1.0085 3.10 2.88 2.60 2.52 1.92 1.92 1.57 1.57 1.00 1.00

105 4.25 3.55 3.56 3.11 2.64 2.49 2.15 2.13 1.37 1.37 1.00 1.00120 4.06 4.35 3.56 3.22 2.84 2.63 2.44 1.68 1.68 1.22 1.22 1.00 1.00150 4.44 4.50 3.55 3.67 3.05 2.34 2.31 1.71 1.71 1.40 1.40180 5.92 4.26 4.83 3.66 3.08 2.77 2.24 2.23 1.84 1.84225 5.33 6.75 4.57 4.31 3.46 3.14 2.78 2.57 2.46250 7.90 5.08 5.04 3.85 3.67 3.09 3.01 2.73300 6.10 4.62 4.83 3.71 3.95 3.28350 7.12 4.33 4.98 3.83400 4.95 6.09 4.37450 4.92500 5.47550 6.01

s [mm]

M8 M10 M12 M16 M20 M24 M30≥

1.28hminhmin

≥1.31hmin

hmin

≥1.35hmin

hmin

≥1.38hmin

hmin

≥1.34hmin

hmin

≥1.36hmin

hmin

≥1.34hmin

hmin

40 0.61 0.5545 0.62 0.56 0.60 0.5555 0.65 0.57 0.62 0.56 0.60 0.5663 0.67 0.58 0.64 0.57 0.62 0.57 0.59 0.5685 0.74 0.61 0.68 0.59 0.66 0.60 0.62 0.59 0.60 0.58

105 0.79 0.63 0.73 0.62 0.69 0.62 0.65 0.61 0.62 0.60 0.61 0.58120 0.83 0.65 0.76 0.63 0.72 0.64 0.67 0.62 0.64 0.62 0.63 0.60 0.62 0.58150 0.88 0.69 0.82 0.67 0.78 0.67 0.71 0.65 0.68 0.65 0.66 0.62 0.65 0.60180 0.93 0.73 0.89 0.70 0.83 0.70 0.76 0.68 0.71 0.68 0.69 0.64 0.68 0.63200 0.96 0.75 0.93 0.72 0.87 0.73 0.79 0.70 0.73 0.70 0.72 0.66 0.70 0.64225 1.00 0.78 0.98 0.75 0.92 0.76 0.82 0.73 0.76 0.72 0.74 0.68 0.73 0.66280 0.85 1.00 0.81 1.00 0.82 0.90 0.78 0.83 0.77 0.80 0.72 0.79 0.69320 0.90 0.86 0.86 0.96 0.82 0.88 0.81 0.85 0.75 0.83 0.72400 1.00 0.94 0.95 1.00 0.90 0.97 0.89 0.93 0.82 0.91 0.78450 1.00 1.00 0.95 1.00 0.94 0.99 0.86 0.96 0.81500 1.00 0.99 1.00 0.90 1.00 0.85550 1.00 0.94 0.88630 1.00 0.94760 1.00











RP-30


AA188

B



Size M8 M10 M12 M16 M20 M24 M30


TENSION LOADS













NRd,p [kN] 13.28 20.94 28.83 47.78 71.22 72.90 80.76




NRd,p [kN] 11.89 18.83 25.83 42.44 62.83 62.48 72.71


C30/37 - 1.11 1.08 1.08 1.08 1.08 1.00 1.00

C40/50 - 1.15 1.15 1.15 1.15 1.15 1.00 1.00

C50/60 - 1.19 1.19 1.19 1.19 1.19 1.00 1.00

Spacing scr,N [mm] 180 231 270 351 426 464 490


SHEAR LOADS














RP-30

B


189

B


CV

CN



SPACING

cN[mm]

M8 M10 M12 M16 M20 M24 M30≥

1.33hminhmin

≥1.37hmin

hmin

≥1.40hmin

hmin

≥1.44hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

50 0.67 0.5260 0.74 0.56 0.65 0.5173 0.81 0.61 0.73 0.55 0.66 0.5495 0.92 0.69 0.85 0.62 0.78 0.60 0.67 0.54

100 0.93 0.70 0.88 0.64 0.80 0.62 0.68 0.55120 0.99 0.74 0.96 0.70 0.91 0.68 0.76 0.60 0.68 0.58140 1.00 0.78 1.00 0.73 1.00 0.74 0.85 0.64 0.74 0.62145 0.79 0.74 0.75 0.87 0.65 0.76 0.63 0.78 0.59165 0.83 0.78 0.78 0.95 0.70 0.83 0.68 0.83 0.63180 0.86 0.80 0.81 1.00 0.74 0.88 0.72 0.89 0.66 0.80 0.61200 0.90 0.83 0.84 0.76 0.95 0.76 0.98 0.70 0.86 0.65225 0.95 0.88 0.89 0.80 1.00 0.81 1.00 0.75 0.94 0.69250 1.00 0.92 0.93 0.83 0.85 0.79 1.00 0.73300 1.00 1.00 0.89 0.92 0.84 0.78360 0.97 1.00 0.91 0.83400 1.00 0.96 0.87450 1.00 0.92550 1.00

cV [mm]

M8 M10 M12 M16 M20 M24 M30


50 1.00 1.0060 1.31 1.31 1.00 1.0073 1.76 1.76 1.34 1.34 1.00 1.0095 2.62 2.50 1.99 1.99 1.48 1.48 1.00 1.00

100 2.83 2.63 2.15 2.15 1.60 1.60 1.08 1.08105 2.76 2.32 2.26 1.73 1.73 1.16 1.16120 2.83 2.58 2.11 2.08 1.42 1.42 1.00 1.00145 3.76 3.12 2.80 2.51 1.89 1.89 1.33 1.33 1.00 1.00180 3.87 3.87 3.12 2.61 2.35 1.84 1.84 1.38 1.38 1.00 1.00200 3.46 3.05 2.62 2.15 2.11 1.62 1.62 1.17 1.17230 3.77 3.01 2.65 2.42 2.00 2.00 1.44 1.44250 3.27 2.64 2.26 2.17 1.64 1.64300 3.92 2.98 2.61 2.15 2.10350 3.04 2.71 2.45400 3.31 2.80450 3.15

s [mm]

M8 M10 M12 M16 M20 M24 M30≥

1.33hminhmin

≥1.37hmin

hmin

≥1.40hmin

hmin

≥1.44hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

≥1.41hmin

hmin

50 0.64 0.5560 0.67 0.56 0.63 0.5573 0.70 0.57 0.66 0.56 0.64 0.5695 0.76 0.60 0.71 0.58 0.68 0.58 0.64 0.56

100 0.78 0.60 0.72 0.58 0.69 0.59 0.64 0.57120 0.83 0.62 0.76 0.60 0.72 0.60 0.67 0.58 0.64 0.58145 0.86 0.65 0.81 0.62 0.77 0.63 0.71 0.60 0.67 0.60 0.66 0.58180 0.91 0.68 0.89 0.65 0.83 0.66 0.76 0.62 0.71 0.63 0.69 0.60 0.68 0.58200 0.93 0.70 0.91 0.67 0.87 0.67 0.79 0.63 0.73 0.64 0.72 0.61 0.70 0.59225 0.97 0.73 0.94 0.69 0.92 0.69 0.82 0.65 0.76 0.66 0.74 0.63 0.73 0.60250 1.00 0.75 0.97 0.71 0.96 0.72 0.86 0.66 0.79 0.67 0.77 0.64 0.76 0.62280 0.78 1.00 0.73 1.00 0.74 0.90 0.68 0.83 0.69 0.80 0.66 0.79 0.63320 0.82 0.77 0.78 0.96 0.71 0.88 0.72 0.85 0.68 0.83 0.65400 0.90 0.83 0.84 1.00 0.76 0.97 0.78 0.93 0.73 0.91 0.69450 0.95 0.88 0.89 0.80 1.00 0.81 0.99 0.76 0.96 0.71500 1.00 0.92 0.93 0.83 0.85 1.00 0.79 1.00 0.73550 0.96 0.97 0.86 0.88 0.82 0.75630 1.00 1.00 0.91 0.94 0.86 0.79760 1.00 1.00 0.94 0.85950 1.00 0.94

1100 1.00











RP-30


AA190

B


Size M8 M10 M12 M16 M20 M24 M30

TENSION LOADS

STEEL FAILuRE





PULL-OUT FAILURE







- 1.11 1.08 1.08 1.08 1.08 1.00 1.00

- 1.15 1.15 1.15 1.15 1.15 1.00 1.00

- 1.19 1.19 1.19 1.19 1.19 1.00 1.00


≤3•hef


SHEAR LOADS






α [-] α=0.1•( hef

)0.5

β [-] β=0.1•( d )0.2



STEEL FAILuRE



γMs



7.5

c1

c1


2

RP-30

B


191

B


Size M8 M10 M12 M16 M20 M24 M30


R-STUDS

fuk [N/mm2]

520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700


R-STUDS

fyk [N/mm2]

420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350




R-STUDS

M0Rk,s [Nm]

19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1


R-STUDS

M [Nm]

11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5


M8 M10 M12 M16 M20 M24 M30


+015•( cN )2

≤ 1

M8 M10 M12 M16 M20 M24 M30


2) ≤ 1

2 ccr,N ccr,N

2 2 2

CV

CN




SPACING


RP-30


AA192

B

bonded anchors -


APPROVALS AND REPORTS:• AT-15-7569/2008 • AT-02-2763/2011

Size


Steel class 5.8 Steel grade A4

External diameter

LengthInternal thread

lengthMax.

thicknessHole

diameter

dnom L lg tfix df

[mm] [mm] [mm] [mm] [mm]

M6 R-ITS-Z-06075 R-ITS-A4-06075 11 75 24 - 7

M8R-ITS-Z-08075 R-ITS-A4-08075 12.5 75 25 - 9

R-ITS-Z-08090 R-ITS-A4-08090* 12.5 90 25 - 9

M10R-ITS-Z-10075 R-ITS-A4-10075* 16.5 75 30 - 11

R-ITS-Z-10100 R-ITS-A4-10100* 16.5 100 30 - 11

M12 R-ITS-Z-12100 R-ITS-A4-12100 18 100 35 - 13

M16 R-ITS-Z-16125 R-ITS-A4-16125 25 125 50 - 18

FEATuRES:• Can be installed with threaded rods and bolts • Cartridge Free System SOCKET ANCHOR • R-ITS - Zinc electroplated carbon steel, class 5.8,

acc. EN ISO 808-1:2001 • Coating thickness min 5μm acc. to EN ISO 4042 or EN

10152:2005 R-ITS-A4 Stainless steel, grade A4, class 70 R-STuDS • R-STUDS - Zinc electroplated carbon steel, class 5.8,

acc. EN ISO 808-1:2001 • R-STUDS-88 - Zinc electroplated carbon steel, class 8.8,

acc. EN ISO 808-1:2001 • Coating thickness 5μm acc. to EN ISO 4042 or EN

10152:2005 • R-STUDS-A4 - Stainless steel, grade A4, class 70, 80

R-ITSRP30

* not covered by approval



RP-30+R-ITS – Polyester resin for concrete

RP30+R-ITS InTernally Threaded socKeT anchor

B


193

B

bonded anchors -

INSTALLATION GuIDE

Size M6 M8 M10 M12 M16



Torque Tinst [Nm] 3 5 5 10 10 20 40



Min. substrate thickness hmin [mm] hef + 30 ≥ 100




Resin temperature



[0C] [0C] [min] [min]

5 -5 360 60

5 0 180 40

5 5 120 20

10 10 80 12

15 15 60 8

20 20 45 5

25 30 20 2

*For wet concrete the curing time must be doubled



RP30+R-ITS

1. Drill hole to the required diameter and depth for stud size being used 2. Clean the hole with brush and hand pump at least four times each. 3. Insert foil into gun and attach nozzle. 4. Dispense to waste until an even colour is obtained. 5. Insert the mixing nozzle to the far end the hole and inject the resin, slowly withdrawing the nozzle as the hole is filled to 2/3 of its depth. 6. Immediately insert the socked anchor, slowly and with with slight twisting motion. Remove any excess resin around the hole before it sets


InTernally Threaded socKeT anchor InTernally Threaded socKeT anchor


AA194

B

bonded anchors -



MEAN uLTIMATE LOAD

TENSION LOADS NRu,m

R-STUDS (5.8) [kN] 12.48 21.60 21.60 33.00 34.80 43.92 64.80

R-STUDS -88 (8.8) [kN] 17.52 23.04 22.80 33.00 43.92 43.92 64.80

R-STUDS -A4 (A4-70) [kN] 16.80 23.04 26.04 33.00 43.92 43.92 64.80

SHEAR LOADS VRu,m

R-STUDS (5.8) [kN] 7.44 10.80 10.80 16.80 16.80 25.20 46.80

R-STUDS -88 (8.8) [kN] 11.52 18.00 18.00 27.60 27.60 40.80 75.60

R-STUDS -A4 (A4-70) [kN] 10.08 15.60 15.60 24.00 24.00 34.80 66.00


TENSION LOADS NRk

R-STUDS (5.8) [kN] 10.40 18.00 18.00 27.50 29.00 36.60 54.00

R-STUDS -88 (8.8) [kN] 14.60 19.20 19.00 27.50 36.60 36.60 54.00

R-STUDS -A4 (A4-70) [kN] 14.00 19.20 21.70 27.50 36.60 36.60 54.00

SHEAR LOADS VRk

R-STUDS (5.8) [kN] 6.20 9.00 9.00 14.00 14.00 21.00 39.00

R-STUDS -88 (8.8) [kN] 9.60 15.00 15.00 23.00 23.00 34.00 63.00

R-STUDS -A4 (A4-70) [kN] 8.40 13.00 13.00 20.00 20.00 29.00 55.00

DESIGN LOAD

TENSION LOADS NRd

R-STUDS (5.8) [kN] 6.93 9.14 10.33 13.10 17.43 17.43 25.71

R-STUDS -88 (8.8) [kN] 6.95 9.14 10.33 13.10 17.43 17.43 25.71

R-STUDS -A4 (A4-70) [kN] 6.95 9.14 10.33 13.10 17.43 17.43 25.71

SHEAR LOADS VRd

R-STUDS (5.8) [kN] 4.13 6.00 6.00 9.33 9.33 14.00 26.00

R-STUDS -88 (8.8) [kN] 6.40 10.00 10.00 15.33 15.33 22.67 42.00

R-STUDS -A4 (A4-70) [kN] 5.60 8.67 8.67 13.33 13.33 19.33 36.67

RECOMMENDED LOAD*

TENSION LOADS Nrec

R-STUDS (5.8) [kN] 4.95 6.53 7.38 9.35 12.45 12.45 18.37

R-STUDS -88 (8.8) [kN] 4.97 6.53 7.38 9.35 12.45 12.45 18.37

R-STUDS -A4 (A4-70) [kN] 4.97 6.53 7.38 9.35 12.45 12.45 18.37

SHEAR LOADS Vrec

R-STUDS (5.8) [kN] 2.95 4.29 4.29 6.67 6.67 10.00 18.57

R-STUDS -88 (8.8) [kN] 4.57 7.14 7.14 10.95 10.95 16.19 30.00

R-STUDS -A4 (A4-70) [kN] 4.00 6.19 6.19 9.52 9.52 13.81 26.19


steel failure




InTernally Threaded socKeT anchorRP30+R-ITS

B


195

B



TENSION LOADS










PuLL-OuT FAILuRE; NON-CRACKED CONCRETE C20/25


Design resistance γMc=2.1 NRd,p [kN] 6.95 9.14 10.33 13.10 17.43 17.43 25.71


C30/37 Ψc - 1.04 1.04 1.04 1.04 1.04 1.04 1.00

C40/50 Ψc - 1.07 1.07 1.07 1.07 1.07 1.07 1.00

C50/60 Ψc - 1.09 1.09 1.09 1.09 1.09 1.09 1.00

Spacing scr,N [mm] 225 225 270 225 300 300 375


SHEAR LOADS


Edge distance cmin [mm] 40 40 45 40 50 50 63

Characteristic resistance for cminVRk,c [kN] 3.90 4.30 5.07 4.77 6.45 7.06 11.38














InTernally Threaded socKeT anchor bonded anchors - InTernally Threaded socKeT anchor RP30+R-ITS


AA196

B

cN [mm] M6 M8 M10 M12 M1640 0.55 0.55 - 0.55 - - -

45 0.57 0.57 0.53 0.57 - - -

50 0.60 0.60 0.56 0.60 0.53 0.53 -

65 0.69 0.69 0.63 0.69 0.59 0.59 0.54

75 0.75 0.75 0.67 0.75 0.64 0.64 0.57

85 0.81 0.81 0.72 0.81 0.68 0.68 0.61

95 0.88 0.88 0.78 0.88 0.73 0.73 0.64

115 1.00 1.00 0.88 1.00 0.82 0.82 0.71

135 - - 1.00 - 0.92 0.92 0.79

150 - - - - 1.00 1.00 0.84

170 - - - - - - 0.92

190 - - - - - - 1.00

cV [mm] M6 M8 M10 M12 M1640 1.00 1.00 - 1.00 - - -

50 1.33 1.33 1.14 1.32 1.00 1.00 -

60 1.69 1.68 1.44 1.66 1.25 1.25 -

70 2.06 2.05 1.76 2.03 1.52 1.52 1.13

85 2.67 2.65 2.26 2.61 1.95 1.94 1.44

90 2.88 2.86 2.44 2.81 2.10 2.09 1.54

105 3.54 3.51 2.98 3.45 2.56 2.55 1.87

s [mm] M6 M8 M10 M12 M1640 0.59 0.59 - 0.59 - - -

45 0.60 0.60 0.58 0.60 - - -

50 0.61 0.61 0.59 0.61 0.58 0.58 -

65 0.64 0.64 0.62 0.64 0.61 0.61 0.59

90 0.70 0.70 0.67 0.70 0.65 0.65 0.62

120 0.77 0.77 0.72 0.77 0.70 0.70 0.66

150 0.83 0.83 0.78 0.83 0.75 0.75 0.70

180 0.90 0.90 0.83 0.90 0.80 0.80 0.74

210 0.97 0.97 0.89 0.97 0.85 0.85 0.78

225 1.00 1.00 0.92 1.00 0.88 0.88 0.80

250 - - 0.96 - 0.92 0.92 0.83

270 - - 1.00 - 0.95 0.95 0.86

300 - - - - 1.00 1.00 0.90

340 - - - - - - 0.95

375 - - - - - - 1.00

CV

CN




SPACING

bonded anchors - InTernally Threaded socKeT anchor











RP30+R-ITS

B


197

B


Nominal tensile strengthR-ITS-Z

fuk [N/mm2]520 500 500 500 500

R-ITS-A4 700 700 700 700 700

Nominal yield strengthR-ITS-Z

fyk [N/mm2]420 400 400 400 400

R-ITS-A4 350 350 350 350 350

Cross sectional area As [mm2] 20.1 36.6 58.0 84.3 157.0

Section modulus Wel [mm3] 21.21 50.27 98.17 169.65 402.12


R-STUDS

M0Rk,s [Nm]

7.90 19.50 38.90 68.10 173.20

R-STUDS -88 12.20 30.00 59.80 104.80 266.40

R-STUDS -A4 10.70 26.20 52.30 91.70 233.10


R-STUDS

M [Nm]

4.50 11.10 22.20 38.90 98.90

R-STUDS -88 7.00 17.10 34.20 59.90 152.20

R-STUDS -A4 4.90 12.00 24.00 42.00 106.70


bonded anchors - InTernally Threaded socKeT anchorInTernally Threaded socKeT anchor RP30+R-ITS


AA198

B

bonded anchors - InTernally Threaded socKeT anchorR-kEM II

BASE MATERIAL:• Solid clay brick min 20MPa (eg Mz20/2.0) acc. EN771-1• Autoclaved aerated concrete block min 6.0MPa (AAC7) acc. to EN 771-4• Solid silicate brick min 20MPa (eg KS NF 20/2.0) acc. to EN 771-2• Silicate hollow block min 12MPa (eg KS Ratio Block 8 DF) acc. to 771-2• Perforated ceramic blocks min 12MPa (eg Proton Hlz 12/0.9 DF) acc.

to EN 771-1• Perforated ceramic blocks min 15MPa (eg Wienerberger Porotherm) acc.

to EN 771-1• Perforated ceramic blocks min 10MPa (eg Leiter Thermopor) acc. to EN 771-1• Perforated ceramic blocks min 15MPa (eg MEGA MAX) acc. to EN 771-1• Perforated ceramic blocks min 6.0MPa (eg LS Tableau Mono Rect) acc. EN

771-1• Perforated ceramic blocks min 6.0MPa (eg LS Tableau Rect) acc.to EN 771-1• Perforated ceramic blocks min 6.0MPa (eg LS Monomur) acc. to EN 771-1• Perforated ceramic blocks min 6MPa (eg SM BGV Thermo) acc. to EN 771-1• Perrforated ceramic blocks min 6.0MPa (eg SM BGV Thermo Plus) acc. to EN

771-1• Lightweight concrete hollow block min 2.0MPa

APPROVALS AND REPORTS: • AT-02-2763/2011• ETA-12/0528

Size



Diameter LengthMax. thickness

Hole diameterSolid

substratesHollow substrates

d Ltfix, for

hnom, stand

tfix, for hnom, stand

tfix, for hnom, max df


M8R-STUDS-08110 R-STUDS-08110-88 R-STUDS-08110-A4 8 110 20 50 15 9

R-STUDS-08160 - R-STUDS-08160-A4 8 160 70 100 65 9

M10


R-STUDS-10170 - R-STUDS-10170-A4 10 170 73 73 33 12

R-STUDS-10190 - R-STUDS-10190 -A4 10 190 93 93 53 12

M12

R-STUDS-12160 R-STUDS-12160-88 R-STUDS-12160-A4 12 160 50 60 20 14

R-STUDS-12190 - R-STUDS-12190-A4 12 190 80 90 50 14

R-STUDS-12220 - R-STUDS-12220-A4 12 220 110 120 80 14

R-STUDS-12260 - R-STUDS-12260-A4 12 260 150 160 120 14

R-STUDS-12300 - R-STUDS-12300-A4 12 300 190 200 160 14

M16


R-STUDS-16220 - R-STUDS-16220-A4 16 220 96 116 - 18

R-STUDS-16260 - R-STUDS-16260-A4 16 260 136 156 - 18

R-STUDS-16300 - R-STUDS-16300-A4 16 300 176 196 - 18

R-STUDS-16380 - R-STUDS-16380-A4 16 380 256 276 - 18

R-STUDS

R-STUDS-FLSP-CE R-PLS

r-KeM II – Polyester styrene free resin



FEATuRES: • Without styrene (odourless)

• R-KEM II –standard version• R-KEM II-S – summer version• R-KEM II-W – winter version• ETAG 001-5 option 7R-STuDS• R-STUDS - Carbon steel, class 5.8,

acc. to EN ISO 898-1• R-STUDS-88 - carbon steel, class 8.8

acc. to EN ISO 898-1 • Coating thickness 5μm acc. to EN ISO

4042 • R-STUDS-A4 - stainless steel grade A4-70,

A4-80 acc. to EN ISO 3506• Material 1.4401, 1.4404, 1.4571

acc. to EN 10088

R-KEM II

B


199

B

R-kEM II

SOLID SUBSTRATE

HOLLOW SUBSTRATE

Type Ceramic solid substrates Aerated concrete

Size M8 M10 M12 M16 M8 M10 M12 M16

Anchor diameter d [mm] 8 10 12 16 8 10 12 16

Hole diameter in substrate d0 [mm] 10 12 14 18 10 12 14 18

Torque Tinst [Nm] 5 8 10 15 3 4 6 10

Min. hole depth in substrate h0 [mm] 85 90 100 110 85 90 100 110

Installation depth hnom [mm] 80 85 95 105 80 85 95 105

Min. spacing smin [mm] 50 50 50 50 50 50 50 50

Min. edge distance cmin [mm] 50 50 50 50 50 50 50 50

Type Hollow substrate

Size M8 M10 M12 M16


Plastic mesh sleeve size d x l [mm] 12 x 50 12 x 80 15 x 85 15 x 125 15 x 85 15 x 125 20 x 85


Torque Tinst [Nm] 3 3 4 4 6 6 10

Min. hole depth in substrate h0 [mm] 55 85 90 130 90 130 90

Installation depth hnom [mm] 50* 80** 85* 125** 85* 125** 85*

Min. spacing smin [mm] 100 100 100 100 100 100 100

Min. edge distance cmin [mm] 100 100 100 100 100 100 100

* hnom,stand – standard embedment* * hnom, max – maximum embedment




AA200

B


1. Drill hole to the required diameter and depth for stud size being used 2. Clean the hole with brush and hand pump at least four times each. 3. Insert foil into gun and attach nozzle. 4. Dispense to waste until an even colour is obtained. 5. Insert the mixing nozzle to the far end the hole and inject the resin, slowly withdrawing the nozzle as the hole is filled to 2/3 of its depth. 6. Immediately insert the socked anchor, slowly and with with slight twisting motion. Remove any excess resin around the hole before it sets


INSTALLATION GuIDE

Resin temperature





5 -20 – – 1440 – – 45

5 -15 – – 1080 – – 30

5 -10 – – 480 – – 20

5 -5 480 1440 300 70 180 11

5 0 240 1080 120 45 120 7

5 5 120 720 60 25 60 5

10 10 90 480 45 15 45 2

15 15 60 360 30 9 25 1.5

20 20 45 240 15 5 15 1

25 30 30 90 – 2 7 –

25 40 – 45 – – 5 –



bonded anchors - InTernally Threaded socKeT anchorR-kEM II

B


201

B

**according to ETAG029


R-STUDS (5.8, 8.8, A4-70) M8 M10 M12 M16 M8 M10 M12 M16

Plastic mesh sleeve size – – – – 12x50 12x80 15x85 15x125 15x85 15x125 20x85

MEAN uLTIMATE LOAD

TENSION AND SHEAR LOAD FRu,m

SOLID SuBSTRATES

Solid clay brick min 20MPa (eg Mz20/2.0) [kN] 8.78 12.07 14.34 16.28 – – – – – – –

Autoclaved aerated concrete block min 6.0MPa (AAC7) [kN] 2.65 3.24 4.11 4.68 – – – – – – –

Solid silicate brick min 20MPa (eg KS NF 20/2.0) [kN] 9.64 12.61 16.69 19.09 – – – – – – –

HOLLOW SuBSTRATES

Silicate hollow block min 12MPa (eg KS Ratio Block 8 DF) [kN] – – – – 3.42 3.50 3.73 5.11 4.16 4.48 4.24Perforated ceramic blocks min 12MPa (eg Proton Hlz 12/0.9 DF)

[kN] – – – – 3.26 3.54 4.47 5.02 5.15 5.76 5.82

Perforated ceramic blocks min 15MPa (eg Wienerberger Porotherm)

[kN] – – – – 2.04 2.84 3.33 3.68 4.85 4.93 3.51

Perforated ceramic blocks min 10MPa (eg Leiter Thermopor) [kN] – – – – 2.08 2.98 3.19 3.78 3.68 4.68 4.29

Perforated ceramic blocks min 15MPa (eg MEGA MAX) [kN] – – – – 2.86 3.43 4.70 4.96 5.26 5.80 5.68Perforated ceramic blocks min 6.0MPa (eg LS Tableau Mono Rect)

[kN] – – – – 1.24 1.25 2.65 2.74 2.82 2.78 1.97

Perforated ceramic blocks min 6.0MPa (eg LS Tableau Rect) [kN] – – – – 1.59 1.60 2.37 2.51 2.63 2.68 2.10

Perforated ceramic blocks min 6.0MPa (eg LS Monomur) [kN] – – – – 1.30 1.39 1.96 2.06 2.05 2.12 2.05

Perforated ceramic blocks min 6MPa (eg SM BGV Thermo) [kN] – – – – 1.45 1.45 2.22 2.17 2.19 2.24 2.25

Perrforated ceramic blocks min 6.0MPa (eg SM BGV Thermo Plus) [kN] – – – – 1.55 1.60 1.53 1.54 1.86 2.07 1.75

Lightweight concrete hollow block [kN] – – – – 1.73 2.38 3.52 3.31 3.93 4.84 5.25


TENSION AND SHEAR LOAD FRk**

SOLID SuBSTRATES




HOLLOW SuBSTRATES

Silicate hollow block min 12MPa (eg KS Ratio Block 8 DF) [kN] – – – – 2.50 2.50 2.50 3.50 3.00 3.00 3.00

Perforated ceramic blocks min 12MPa (eg Proton Hlz 12/0.9 DF)

[kN] – – – – 2.20 2.50 3.00 3.50 3.50 4.00 4.00


[kN] – – – – 1.50 2.00 2.50 2.50 3.50 3.50 2.50

Perforated ceramic blocks min 10MPa (eg Leiter Thermopor)

[kN] – – – – 1.50 2.00 2.00 2.50 2.50 3.50 3.00

Perforated ceramic blocks min 15MPa (eg MEGA MAX) [kN] – – – – 2.00 2.50 3.50 3.50 4.00 4.00 4.00

Perforated ceramic blocks min 6.0MPa (eg LS Tableau Mono Rect)

[kN] – – – – 0.90 0.90 2.00 2.00 2.00 2.00 1.50



Perforated ceramic blocks min 6MPa (eg SM BGV Thermo) [kN] – – – – 0.90 0.90 1.50 1.50 1.50 1.50 1.50Perrforated ceramic blocks min 6.0MPa (eg SM BGV Thermo Plus) [kN] – – – – 1.20 1.20 1.20 1.20 1.20 1.50 1.20




bonded anchors - InTernally Threaded socKeT anchor R-kEM II


r-kex

AA202

B





DESIGN LOAD

TENSION AND SHEAR LOAD FRd

SOLID SuBSTRATES




HOLLOW SuBSTRATES


[kN] – – – – 0.88 1.00 1.20 1.40 1.40 1.60 1.60


[kN] – – – – 0.60 0.80 1.00 1.00 1.40 1.40 1.00



[kN] – – – – 0.36 0.36 0.80 0.80 0.80 0.80 0.60






RECOMMENDED LOAD*

TENSION AND SHEAR LOAD FRec

SOLID SuBSTRATES




HOLLOW SuBSTRATES



[kN] – – – – 0.63 0.71 0.86 1.00 1.00 1.14 1.14


[kN] – – – – 0.43 0.57 0.71 0.71 1.00 1.00 0.71


[kN] – – – – 0.43 0.57 0.57 0.71 0.71 1.00 0.86



[kN] – – – – 0.26 0.26 0.57 0.57 0.57 0.57 0.43





B


203

B

RM-50

BASE MATERIAL:• Solid clay brick min 20MPa (eg Mz20/2.0) acc. EN771-1• Autoclaved aerated concrete block min 6.0MPa (AAC7) acc. to EN 771-4• Solid silicate brick min 20MPa (eg KS NF 20/2.0) acc. to EN 771-2• Silicate hollow block min 12MPa (eg KS Ratio Block 8 DF) acc. to 771-2• Perforated ceramic blocks min 12MPa (eg Proton Hlz 12/0.9 DF) acc. to EN 771-1• Perforated ceramic blocks min 15MPa (eg Wienerberger Porotherm) acc.

to EN 771-1• Perforated ceramic blocks min 10MPa (eg Leiter Thermopor) acc. to EN 771-1• Perforated ceramic blocks min 15MPa (eg MEGA MAX) acc. to EN 771-1• Perforated ceramic blocks min 6.0MPa (eg LS Tableau Mono Rect) acc. EN 771-1• Perforated ceramic blocks min 6.0MPa (eg LS Tableau Rect) acc.to EN 771-1• Perforated ceramic blocks min 6.0MPa (eg LS Monomur) acc. to EN 771-1• Perforated ceramic blocks min 6MPa (eg SM BGV Thermo) acc. to EN 771-1• Perrforated ceramic blocks min 6.0MPa (eg SM BGV Thermo Plus) acc. to EN 771-1• Lightweight concrete hollow block min 2.0MPa

APPROVALS AND REPORTS: • AT-02-2763/2011• ETA-12/0528

Size



Diameter Length

Max. thicknessHole

diameterSolid substrates

Hollow substrates

d Ltfix, for

hnom, stand

tfix, for hnom, stand

tfix, for hnom, max df


M8R-STUDS-08110 R-STUDS-08110-88 R-STUDS-08110-A4 8 110 20 50 15 9

R-STUDS-08160 - R-STUDS-08160-A4 8 160 70 100 65 9

M10


R-STUDS-10170 - R-STUDS-10170-A4 10 170 73 73 33 12

R-STUDS-10190 - R-STUDS-10190 -A4 10 190 93 93 53 12

M12

R-STUDS-12160 R-STUDS-12160-88 R-STUDS-12160-A4 12 160 50 60 20 14

R-STUDS-12190 - R-STUDS-12190-A4 12 190 80 90 50 14

R-STUDS-12220 - R-STUDS-12220-A4 12 220 110 120 80 14

R-STUDS-12260 - R-STUDS-12260-A4 12 260 150 160 120 14

R-STUDS-12300 - R-STUDS-12300-A4 12 300 190 200 160 14

M16


R-STUDS-16220 - R-STUDS-16220-A4 16 220 96 116 - 18

R-STUDS-16260 - R-STUDS-16260-A4 16 260 136 156 - 18

R-STUDS-16300 - R-STUDS-16300-A4 16 300 176 196 - 18

R-STUDS-16380 - R-STUDS-16380-A4 16 380 256 276 - 18

FEATuRES:• Several embedment depths • Without styrene (odourless)• Cartridge Free System • RM-50 – standard version• RM-50-S – summer version• RM-50-W – winter version• ETAG 001-5 option 7 R-STuDS• R-STUDS - Carbon steel, class 5.8,

acc. to EN ISO 898-1• R-STUDS-88 - carbon steel, class 8.8

acc. to EN ISO 898-1 • Coating thickness 5μm

acc. to EN ISO 4042 • R-STUDS-A4 - stainless steel grade

A4-70, A4-80 acc. to EN ISO 3506• Material 1.4401, 1.4404, 1.4571

acc. to EN 10088

R-STUDS

R-STUDS-FLRM-50

SP-CE

R-PLS



rM-50 – Polyester styrene free resin



AA204

BType Ceramic solid substrates Aerated concrete

Size M8 M10 M12 M16 M8 M10 M12 M16

Anchor diameter d [mm] 8 10 12 16 8 10 12 16

Hole diameter in substrate d0 [mm] 10 12 14 18 10 12 14 18

Torque Tinst [Nm] 5 8 10 15 3 4 6 10

Min. hole depth in substrate h0 [mm] 85 90 100 110 85 90 100 110

Installation depth hnom [mm] 80 85 95 105 80 85 95 105

Min. spacing smin [mm] 50 50 50 50 50 50 50 50

Min. edge distance cmin [mm] 50 50 50 50 50 50 50 50

Type Hollow substrate

Size M8 M10 M12 M16


Plastic mesh sleeve size d x l [mm] 12 x 50 12 x 80 15 x 85 15 x 125 15 x 85 15 x 125 20 x 85


Torque Tinst [Nm] 3 3 4 4 6 6 10

Min. hole depth in substrate h0 [mm] 55 85 90 130 90 130 90

Embedment depth hnom [mm] 50* 80** 85* 125** 85* 125** 85*

Min. spacing smin [mm] 100 100 100 100 100 100 100

Min. edge distance cmin [mm] 100 100 100 100 100 100 100



SOLID SUBSTRATE

HOLLOW SUBSTRATE


* hnom,stand – standard embedment* * hnom, max – maximum embedment

RM-50


205

B

INSTALLATION GuIDE

Resin temperature





5 -20 – – 1440 – – 45

5 -15 – – 1080 – – 30

5 -10 – – 480 – – 20

5 -5 480 1440 300 70 180 11

5 0 240 1080 120 45 120 7

5 5 120 720 60 25 60 5

10 10 90 480 45 15 45 2

15 15 60 360 30 9 25 1.5

20 20 45 240 15 5 15 1

25 30 30 90 – 2 7 –

25 40 – 45 – – 5 –



1. Drill hole to the required diameter and depth for stud size being used 2. Clean the hole with brush and hand pump at least four times each. 3. Insert foil into gun and attach nozzle. 4. Dispense to waste until an even colour is obtained. 5. Insert the mixing nozzle to the far end the hole and inject the resin, slowly withdrawing the nozzle as the hole is filled to 2/3 of its depth.6. Immediately insert the socked anchor, slowly and with with slight twisting motion. Remove any excess resin around the hole before it sets


RM-50bonded anchors - InTernally Threaded socKeT anchor


AA206

B




**according to ETAG029




MEAN uLTIMATE LOAD

TENSION AND SHEAR LOAD FRu,m

SOLID SuBSTRATES




HOLLOW SuBSTRATES


[kN] – – – – 3.26 3.54 4.47 5.02 5.15 5.76 5.82


[kN] – – – – 2.04 2.84 3.33 3.68 4.85 4.93 3.51



[kN] – – – – 1.24 1.25 2.65 2.74 2.82 2.78 1.97







TENSION AND SHEAR LOAD FRk**

SOLID SuBSTRATES




HOLLOW SuBSTRATES



[kN] – – – – 2.20 2.50 3.00 3.50 3.50 4.00 4.00


[kN] – – – – 1.50 2.00 2.50 2.50 3.50 3.50 2.50


[kN] – – – – 1.50 2.00 2.00 2.50 2.50 3.50 3.00



[kN] – – – – 0.90 0.90 2.00 2.00 2.00 2.00 1.50





RM-50


207

B





DESIGN LOAD

TENSION AND SHEAR LOAD FRd

SOLID SuBSTRATES




HOLLOW SuBSTRATES


[kN] – – – – 0.88 1.00 1.20 1.40 1.40 1.60 1.60


[kN] – – – – 0.60 0.80 1.00 1.00 1.40 1.40 1.00



[kN] – – – – 0.36 0.36 0.80 0.80 0.80 0.80 0.60






RECOMMENDED LOAD*

TENSION AND SHEAR LOAD FRec

SOLID SuBSTRATES




HOLLOW SuBSTRATES



[kN] – – – – 0.63 0.71 0.86 1.00 1.00 1.14 1.14


[kN] – – – – 0.43 0.57 0.71 0.71 1.00 1.00 0.71


[kN] – – – – 0.43 0.57 0.57 0.71 0.71 1.00 0.86



[kN] – – – – 0.26 0.26 0.57 0.57 0.57 0.57 0.43





RM-50


AA208

B

large-Panel consTrucTIonCOPY-ECO

BASE MATERIAL:• Concrete C12/15

Thread size

Stud overall length Product code

L [mm] Steel class A2-70 Steel class A4-70

M12

160 R-STUDS-12160-A2 R-STUDS-12160-A4*

190 R-STUDS-12190-A2 R-STUDS-12190-A4*

220 R-STUDS-12220-A2 R-STUDS-12220-A4*

260 R-STUDS-12260-A2 R-STUDS-12260-A4*

300 R-STUDS-12300-A2 R-STUDS-12300-A4*

320 R-STUDS-12320-A2 R-STUDS-12320-A4*

330 R-STUDS-12330-A2 R-STUDS-12330-A4*

360 R-STUDS-12360-A2 R-STUDS-12360-A4*

Mesh sleeve

Stud overall lengthProduct code

L [mm]

Ø16 1000 R-12

FEATuRES:• Reinforcement of suspension rod in large-panel

construction systems• The Copy Eco system according to ITB 360/99

instruction• It can be installed in wet concrete• Minimum substrate thickness 70 mm• Odourless (styren free resin)• Temperature in range from -20°C to +40°C• R-STUDS-A2 – steel grade A2-70• R-STUDS-A4 – steel grade A4-70• R-KER – vinylester styrene free resin, cartridge• RV-200 – vinylester styrene free resin, RAWL CFS

(cartridge free system)• Metal mesh sleeve Ø 16×1000

APPROVALS AND REPORTS:• AT-15-6916/2009

* non stock item

Old reinforcement system

COPY ECO system

a1 – facewall thicknessa2 – insulation thickness

R-STUDS-FL

RV-200 R-KER

SP-CE

COPY-ECO System




S TA N DA R D L E N G T H O F S T U D S


209

B

large-Panel consTrucTIon COPY-ECO


Resin temperature


Working time [minutes] Minimum curing time* [hours]

[0C] [0C] R-KER, RV200 R-KER-W, RV200-W R-KER, RV200 R-KER-W, RV200-W

5 -20 — 100 — 24

5 -15 — 60 — 16

5 -10 — 30 — 8

5 -5 60 16 6 4

5 0 40 12 3 2

5 5 20 8 2 1

10 10 12 5 80 min 45 min

15 15 8 3 60 min 30 min

20 20 5 2 45 min 10 min

25 30 2 — 20 min —

25 40 0.5 — 10 min —

* for wet concrete the curing time must be doubled.

• Vinylester resin R-KER hole Ø18 mm - hef = 110 mm - hmin = 50 mm• Metal mesh sleeve Ø 16 mm• Threaded rod M12-A2 L11 = 350mm L2 = 180mm • Nut and washer A2

New insulation

layer

Existing layer boarda

Concrete large panel conctruction with bonded anchor COPY ECO1. Threaded rod R-STUDS-A2(A4)-FL2. Threaded rod R-STUDS-A2(A4)-FL3. Metal mesh sleeve4. Bonded anchor5. Washer and nut

hef - embedment deptha1 - facewall thicknessa2 - insulation thickness

Exemplary listing of loads (for 1m2 of the board):

– existing: texture layer thickness b1 = 60 mmG = 0.06 × 25.0 = 1.50 kN γf = 1.1 1.65 kN

– designed: insulation thickness d1 = 10 cm (mineral wool + adhesive):P1 = 0.1 × 1.6 = 0.16 kN γf = 1.3 0.21 kN

external plaster thickness d2 = 5 mm (reinforcing mortar + structure plaster work)P2 = 0.005 × 22.0 = 0.11 kN γf = 1.3 0.14 kN

OVERALL: Q = 1.77 kN 2.00 kN




AA210

B

Connector set (horizontal & angled studding)*

Displacement [mm] 3 5 10

Characteristic resistance NRk [kN] 10.3 13.2 –

Design resistance γM=2.1 NRd [kN] 4.9 6.2 –

LOAD

cN [mm] M12150 1.00

s [mm] M12400 1.00



SPACING

* minimum two sets of connectors for one slab

CN



large-Panel consTrucTIonCOPY-ECO

Documents

bonded anchors - Threaded rods Table of contents rebar connections ... Anchoring depth 6d h nom [mm] 60 70 80 100 120 140 165 ... RE 105 bonded anchors - Threaded rods