For Concrete and Masonry - Simpson Strong-Tie

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Adhesive Systems SET-XP TECHNICAL DATA ETA - 11/0360 SET-XP is a pure epoxy resin suitable for heavy threaded rod fixing applications in both cracked and noncracked concrete (ETA Option 1). It's specially designed for highly technical and structural fixings. This solution is perfect for large diameters and applications in hot weather countries. SET-XP is tested in seismic conditions. Cartridges available (650 ml) perfectly adapted for big job sides. Reference Contents Weight Qty. Box Qty. Outer-box Unit Bar Code SET-XP650-UK 650 ml 1,1 kg 10 10 3523140538402 Two mixers are supplied with each cartridge. BENEFITS: • ETA and ICC-ES for cracked concrete (option 1) • Extended working time • High-bond strength • Non-shrinking • Suitable for wet holes • Easy storage in hot weather countries MATERIAL: Cracked or non-cracked concrete APPLICATIONS: • Heavy structural fixings into cracked or noncracked concrete • Oversized holes CERTIFICATION: • ICC-ES for cracked concrete • ETA 11-0360 (Option 1) SET-XP 650 ml Teal colour Tested according to ACI 355.2. ICC-ES ESR-2508 NSF/ANSI Std. 61 LMAS Zinc-plated steel See page 31. CURING SCHEDULE: Let anchor fully cure without disturbing T °C Working time Curing time 6) 10 60 min 72 h 21 45 min 24 h 32 25 min 24 h 43 12 min 24 h METHOD OF CLEANING HOLES: Normal diameter Method of cleaning hole All diameter Clean hole by brushing and blowing alternately with oil-free compressed air at minimum 5.5 bar: 2x blow, 4x brush, 2x blow. Mixer MN2 20
Adhesive Systems SET-XP TECHNICAL DATA Material: Carbon steel, Grade 5.8, zinc plated and blue passivated; A4-70 (≤M24) and A4-50 (>M24) stainless steel / SET-XP TM Installation parameters Spacings, edge distances and member thicknesses M12 M16 M20 M24 M27 Drill hole diameter, d 0 mm 14 18 24 28 30 Drill hole depth, h 0 mm 70 240 80 320 90 400 100 480 110 540 Clearance hole in the fixture, d f mm 14 18 22 26 30 Width across flats, sw mm 19 24 30 36 41 Installation torque, T inst Nm 40 60 80 100 120 M12 M16 M20 M24 M27 Effective embedment depth, h ef mm 70 240 80 320 90 400 100 480 110 540 Characteristic spacing 4) , s cr,N mm 210 720 240 960 270 1200 300 1440 330 1620 Minimum spacing, s min mm 45 60 70 80 90 Characteristic edge distance 4) , c cr,N mm 105 360 120 480 135 600 150 720 165 810 Minimum edge distance, c min mm 80 100 115 135 155 Minimum member thickness, h min mm 100 270 116 356 138 448 156 536 170 600 Recommended values for resistance to tension and shear loads M12 M16 M20 M24 M27 h ef 70 240 80 320 90 400 100 480 110 540 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Permissible tension loads 1) , for Temperature range: I 5) in Cracked concrete 3) ≥ C20/25, N perm kN 5.4 5.4 18.4 18.4 6.1 6.1 24.6 24.6 5.7 5.7 25.6 25.6 7.6 7.6 36.9 36.9 9.5 9.5 46.7 46.7 Permissible tension loads 1) , for Temperature range: I 5) in Non-cracked concrete 3) ≥ C20/25, N perm kN 10.0 10.0 20.0 22.5 12.3 12.3 37.6 42.0 14.6 14.6 58.5 65.6 17.1 17.1 84.2 94.3 19.8 19.8 109.0 57.4 Permissible shear loads 1)2) for Temperature range: I 5) in Cracked concrete 3) ≥ C20/25, V perm kN 12.0 13.7 12.0 13.7 17.2 17.2 22.2 25.1 16.1 16.1 34.8 39.3 21.6 21.6 50.2 56.7 26.6 26.6 65.7 34.5 NOTES : 1) The permissible loads have been calculated using the partial safety factors for resistances stated in the ETA-approvals and a partial safety factor for actions of γ F = 1.4. The permissible loads are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm and reinforced concrete with a rebar spacing s ≥ 10 cm if the rebar is 10 mm or smaller. 2) The permissible shear loads are based on a single anchor without influencing concrete edges. For shear loads applied close to an edge (c ≤ 10 h ef and 60d) concrete edge failure must be checked per ETAG 001, Annex C, design method A. 3) Concrete is considered non-cracked when the tensile stress within the concrete is σ L + σ R ≤ 0. In the absence of detailed verification σ R = 3 N/mm² can be assumed (σ L equals the tensile stress within the concrete as a result of external loads, forces on anchors included). 4) For combined tension and shear loads or anchor groups and/or in case of edge influence, a calculation per TR 029 shall be performed. For details see ETA - approval(s). 5) Temperature range I: -40°C to +43°C (max long term temperature: +24°C; max short term temperature: 43°C). 6) For installation in wet concrete the curing times shall be doubled (installation in water-filled drill holes is not allowed). Permissible shear loads 1)2) for Temperature range: I 5) in Non-cracked concrete 3) ≥ C20/25, V perm kN 12.0 13.7 12.0 13.7 22.2 25.1 22.2 25.1 34.8 39.3 34.8 39.3 48.0 48.0 50.2 56.7 55.4 34.5 65.7 34.5 Permissible bending moments 1) , M perm Nm 37.7 42.1 37.7 42.1 94.8 106.6 94.8 106.6 185.7 207.9 185.7 207.9 320.5 359.9 320.5 359.9 475.4 249.7 475.4 249.7 C-ANCHORS-2013 © SIMPSON STRONG-TIE ® 21
Page 1 and 2: Heavy Duty Fixings and Resins BEFES
Page 3 and 4: CONTENTS Page Expansion and Undercu
Page 5 and 6: ANCHOR SELECTION GUIDE Solid Masonr
Page 7 and 8: Expansion Anchor Systems WA THROUGH
Page 9 and 10: Expansion Anchor Systems BOAX-II ET
Page 11 and 12: Expansion Anchor Systems BOAX-II TE
Page 13 and 14: Expansion Anchor Systems BOAX-II TE
Page 15 and 16: Adhesive Systems POLY-GP POLY-GP is
Page 17 and 18: Adhesive Systems AT-HP TECHNICAL DA
Page 19: SET-XP PURE EPOXY Seismically appro
Page 23 and 24: Adhesive Systems CHEMICAL ANCHOR PL
Page 25 and 26: Adhesive Systems CHEMICAL ANCHOR PL
Page 27 and 28: ACCESSORIES Dust Pump Dust pumps ar

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