Epoxy Anchoring Adhesives

Transcription

1 Epoxy Anchoring Adhesives Ideal for anchoring threaded rod, rebar and smooth dowels in a variety of base materials, epoxy-based anchoring adhesives offer strength and versatility across a wide variety of applications. Simpson Strong-Tie epoxy adhesives meet or are rigorously tested to meet 2009 IBC requirements for both cracked and uncracked concrete applications. As you would expect, Simpson Strong-Tie offers all the high-strength dispensing tools and other important accessories to increase productivity on any project.

2 SET-XP High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete Cracked & Uncracked CONCRETE ICC-ES ESR-20 IBC SET-XP is a : two-component, high-solids, epoxy-based anchoring adhesive formulated for optimum performance in both cracked and uncracked concrete. SET-XP adhesive has been rigorously tested in accordance with ICC-ES AC0 and 2009 IBC requirements and has proven to offer increased reliability in the most adverse conditions, including performance in cracked concrete under static and seismic loading. SET-XP adhesive is teal in color in order to be identified as a high-performance adhesive for adverse conditions. Resin and hardener are dispensed and mixed simultaneously through the mixing nozzle. SET-XP adhesive exceeds the ASTM C specification for Type I and Type IV, Grade, Class C epoxy. USES: When SET-XP adhesive is used with all threaded rod or rebar, the system can be used in tension and seismic zones where there is a risk of cracks occurring that pass through the anchor location. It is also suitable for uncracked concrete conditions. CODES: ICC-ES ESR-20; City of L.A. pending; Florida FL 06. NSF/ANSI Standard 6 (26 in gal). The load tables list values based upon results from the most recent testing and may not reflect those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load values. APPLICATION: Surfaces to receive epoxy must be clean. The base-material temperature must be 0º F or above at the time of installation. For best results, material should be 0 0º F at the time of application. Cartridges should not be immersed in water to facilitate warming. To warm cold material, the cartridges should be stored in a warm, uniformly-heated area or storage container for a sufficient time to allow epoxy to warm completely. Mixed material in nozzle can harden in minutes at a temperature of 40º F or above. DESIGN EXAMPLE: See pages 2, 2 2 INSTALLATION: See pages 0 SHELF LIFE: 24 months from date of manufacture in unopened sideby-side cartridge. STORAGE CONDITIONS: For best results, store between 4 90 F. To store partially used cartridges, leave hardened nozzle in place. To re-use, attach new nozzle. COLOR: Resin white, hardener black-green. When properly mixed, SET-XP adhesive will be a uniform teal color. CLEAN UP: Uncured material Wipe up with cotton cloths. If desired, scrub area with abrasive, waterbased cleaner and flush with water. If approved, solvents such as ketones (MEK, acetone, etc.), lacquer thinner or adhesive remover can be used. DO NOT USE SOLVENTS TO CLEAN ADHESIVE FROM SKIN. Take appropriate precautions when handling flammable solvents. Solvents may damage surfaces to which they are applied. Cured Material chip or grind off surface. TEST CRITERIA: Anchors installed with SET-XP adhesive have been tested in accordance with ICC-ES s Acceptance Criteria for Post-Installed Adhesive Anchors in Masonry Elements (AC) and Adhesive Anchors in Concrete Elements (AC0) for the following: Seismic and wind loading in cracked and uncracked concrete and uncracked masonry Static tension and shear loading in cracked and uncracked concrete and uncracked masonry Horizontal and overhead installations Long-term creep at elevatedtemperatures Static loading at elevatedtemperatures Damp holes Freeze-thaw conditions and minimum edge distance and spacing PROPERTY TEST METHOD RESULTS Consistency ASTM C Passed, non-sag Glass transition temperature ASTM E6 F Bond strength (moist cure) ASTM C2,42 psi at 2 days Water absorption ASTM D0 0.0% Compressive yield strength ASTM D69 4,0 psi Compressive modulus ASTM D69 644,000 psi Gel time ASTM C 49 minutes CHEMICAL RESISTANCE: Very good to excellent against distilled water, in-organic acids and alkalis. Fair to good against organic acids and alkalis, and many organic solvents. Poor against ketones. For more detailed information visit our website or contact Simpson Strong-Tie. SET-XP 0 SET-XP Cartridge System Model No. Capacity ounces (cubic inches) Cartridge Type Carton Quantity Dispensing tool(s) Mixing Nozzle SET-XP0. (6.2) single 2 CDT0S EDT22S SET-XP22 22 (9.) side-by-side 0 EDTA22P EDT22CKT EMN22i SET-XP6 6 (0.) side-by-side 6 EDTA6P. Cartridge estimation guides are available on pages Detailed information on dispensing tools, mixing nozzles and other adhesive accessories is available on pages 2.. Use only appropriate Simpson Strong-Tie mixing nozzle in accordance with Simpson Strong-Tie instructions. Modification or improper use of mixing nozzle may impair epoxy performance. Cure Schedule Base Material Temperature EMN22i SET-XP 22 Gel Time (mins.) Cure Time (hrs.) ºF ºC For water-saturated concrete, the cure times are doubled. SET-XP 6 EDT22S SUGGESTED SPECIFICATION: Anchoring adhesive shall be a two-component high-solids, epoxy-based system supplied in manufacturer s standard cartridge and dispensed through a staticmixing nozzle supplied by the manufacturer. The adhesive anchor shall have been tested and qualified for performance in cracked and uncracked concrete per ICC-ES AC0. Adhesive shall be SET-XP adhesive from Simpson Strong-Tie, Pleasanton, CA. Anchors shall be installed per Simpson Strong-Tie instructions for SET-XP epoxy adhesive. ACCESSORIES: See pages 2 for information on dispensing tools, mixing nozzles and other accessories. IMPORTANT See Pages 0 for Installation Instructions C-SAS Simpson Strong-Tie Company Inc.

3 C-SAS Simpson Strong-Tie Company Inc. Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and Masonry SET-XP High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete SET-XP Epoxy Anchor Installation Information and Additional Data for Threaded and Rebar in Normal-Weight Concrete Characteristic Symbol Units SET-XP Epoxy Anchor Tension Strength Design Data for Threaded in Normal-Weight Concrete,2 Characteristic Symbol Units Nominal Anchor Diameter () Steel Strength in Tension Minimum Tensile Stress Area A se in Tension Resistance of Steel - ASTM A9, Grade B 9,0,0 2,20 4,0,0,0 2,2 - ASTM F4, Grade 6 4,2,2,0 9,0 26,9,0 6,200 Threaded N - Type 40 Stainless (ASTM A9, Grade B6) sa lb.,0,620 24,60 6,40 0,20 66,660 06,90 - Type 04 and 6 Stainless (ASTM A9, Grade B 4,44,09 2,0 9,040 26, 4,40,2 and BM) Strength Reduction Factor - Steel Failure ϕ 0. 9 Concrete Breakout Strength in Tension (2,00 psi f' c,000 psi) Effectiveness Factor - Uncracked Concrete k uncr 24 Effectiveness Factor - Cracked Concrete k cr Strength Reduction Factor - Breakout Failure ϕ 0.6 Bond Strength in Tension (2,00 psi f' c,000 psi) Temp. Range Characteristic Bond Strength τ k,uncr psi,0 2,20 2,0,90,0,,20 for Uncracked Minimum 2 Concrete 2,4, Permitted Embedment Range h ef in 2 4 Maximum Temp. Range Characteristic Bond Strength,,4 τ k,cr psi, for Cracked Minimum Concrete 2,4, Permitted Embedment Range h ef in Maximum Temp. Range 2 Characteristic Bond Strength 6, τ k,uncr psi 0,60, for Uncracked Minimum 2 Concrete,4, Permitted Embedment Range h ef in 2 4 Maximum Temp. Range 2 Characteristic Bond Strength 6,,,4 τ k,cr psi for Cracked Minimum Concrete,4, Permitted Embedment Range h ef in Maximum Bond Strength in Tension Bond Strength Reduction Factors for Continuous Special Inspection Strength Reduction Factor - Dry Concrete ϕ dry, ci Strength Reduction Factor - Water-saturated Concrete ϕ sat, ci Additional Factor for Water-saturated Concrete K sat, ci 0. Bond Strength in Tension Bond Strength Reduction Factors for Periodic Special Inspection Strength Reduction Factor - Dry Concrete ϕ dry, pi 0. 0 Strength Reduction Factor - Water-saturated Concrete ϕ sat, pi Additional Factor for Water-saturated Concrete K sat, pi 0.4. The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0, except as modified below. 2. Temperature Range : Maximum short-term temperature of 0 F (4 C). Maximum long-term temperature of F (24 C).. Temperature Range 2: Maximum short-term temperature of 0 F (66 C). Maximum long-term temperature of 0 F (4 C). 4. Short-term concrete temperatures are those that occur over short intervals (diurnal cycling).. Long-term concrete temperature are constant temperatures over a significant time period. 6. For anchors that only resist wind or seismic loads, bond strengths may be increased by 2%.. In water-saturated concrete, multiply τ k,uncr and τ k,cr by K sat.. For anchors installed in overhead and subjected to tension resulting from sustained loading, multiply the value calculated for N a according to ICC-ES AC0 by The value of ϕ applies when the load combinations of ACI Section 9.2 are used. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ. Installation Information Nominal Anchor Diameter () / Rebar Size / # / #4 / # / #6 / # / # / #0 Bit Diameter d hole Maximum Tightening Torque T inst ft-lb Minimum h Permitted Embedment Range 2 ef Maximum h ef Minimum Concrete Thickness h min h ef + d o Distance c ac x h ef Minimum Distance c min 2 Minimum Anchor Spacing s min 6. The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0. 2. Minimum and maximum embedment depths are are listed in accordance with ICC-ES AC0 requirements. See page for 0. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ. 2. Sand-lightweight and all-lightweight concrete are beyond the scope of this table.. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, the bond strength values for " anchors must be multiplied by α N,seis = For anchors installed in regions assigned to Seismic Design Category C, D, E or F, the bond strength values for " anchors must be multiplied by α N,seis = The values of f' c used for calculation purposes must not exceed 000 psi (. MPa) for uncracked concrete. The value of f' c used for calculation purposes must not exceed 2,00 psi (.2 MPa) for tension resistance in cracked concrete.

4 SET-XP High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete SET-XP Epoxy Anchor Tension Strength Design Data for Rebar in Normal-Weight Concrete,2 See page for Characteristic Symbol Units Rebar Size # #4 # #6 # # #0 Steel Strength in Tension Minimum Tensile Stress Area A se in Rebar Tension Resistance of Steel - Rebar (ASTM A6, Grade 60) N sa lb. 9,900,000 2,900 9,600 4,000,00 0,00 Strength Reduction Factor - Steel Failure ϕ Concrete Breakout Strength in Tension (2,00 psi f' c,000 psi) Effectiveness Factor - Uncracked Concrete k uncr 24 Effectiveness Factor - Cracked Concrete k cr Strength Reduction Factor - Breakout Failure ϕ 0.6 Bond Strength in Tension (2,00 psi f' c,000 psi) Temp. Range Characteristic Bond Strength τ k,uncr psi 600 for Uncracked Minimum 2 Concrete 2,4, Permitted Embedment Range h ef in 2 4 Maximum Temp. Range Characteristic Bond Strength,,4 τ k,cr psi, for Cracked Minimum Concrete 2,4, Permitted Embedment Range h ef in Maximum Temp. Range 2 Characteristic Bond Strength 6, τ k,uncr psi 2 for Uncracked Minimum 2 Concrete,4, Permitted Embedment Range h ef in 2 4 Maximum Temp. Range 2 Characteristic Bond Strength 6,,,4 τ k,cr psi for Cracked Minimum Concrete,4, Permitted Embedment Range h ef in Maximum Bond Strength in Tension - Bond Strength Reduction Factors for Continuous Special Inspection Strength Reduction Factor - Dry Concrete ϕ dry, ci Strength Reduction Factor - Water-saturated Concrete ϕ sat, ci Additional Factor for Water-saturated Concrete K sat, ci 0. Bond Strength in Tension - Bond Strength Reduction Factors for Periodic Special Inspection Strength Reduction Factor - Dry Concrete ϕ dry, pi 0. 0 Strength Reduction Factor - Water-saturated Concrete ϕ sat, pi Additional Factor for Water-saturated Concrete K sat, pi 0.4. The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0, except as modified below. 2. Temperature Range : Maximum short-term temperature of 0 F (4 C). Maximum long-term temperature of F (24 C).. Temperature Range 2: Maximum short-term temperature of 0 F (66 C). Maximum long-term temperature of 0 F (4 C). 0. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load 4. Short-term concrete temperatures are those that occur over short intervals combinations of ACI Section 9.2 are used and the requirements of Section (diurnal cycling). D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI Appendix C are used, refer to Section. Long-term concrete temperature are constant temperatures over a significant D.4. to determine the appropriate value of ϕ. time period. 2. Sand-lightweight and all-lightweight concrete are beyond the scope of this table. 6. For anchors that only resist wind or seismic loads, bond strengths may be increased by 2%.. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, the bond strength values for # rebar anchors must be multiplied by α. In water-saturated concrete, multiply τ k,uncr and τ k,cr by K sat. N,seis = For anchors installed in regions assigned to Seismic Design Category C, D, E or F,. For anchors installed in overhead and subjected to tension resulting from sustained the bond strength values for # rebar anchors must be multiplied by α loading, multiply the value calculated for N a according to ICC-ES AC0 by 0.. N,seis = The values of f' 9. The value of ϕ applies when the load combinations of ACI Section 9.2 are used. c used for calculation purposes must not exceed 000 psi (. MPa) for uncracked concrete. The value of f' If the load combinations of ACI Appendix C are used, refer to Section D.4. to c used for calculation purposes must not exceed 2,00 psi (.2 MPa) for tension resistance in cracked concrete. determine the appropriate value of ϕ. C-SAS Simpson Strong-Tie Company Inc.

5 SET-XP High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete SET-XP Epoxy Anchor Shear Strength Design Data for Threaded in Normal-Weight Concrete, Characteristic Symbol Units Nominal Anchor Diameter () See page for Steel Strength in Shear Minimum Shear Stress Area A se in Shear Resistance of Steel - ASTM A9, Grade B 4, 0,60 6,90 2,00 4,60 4,40 2,6 - ASTM F4, Grade 6 2,260 4,940,6,62 6,00 2,090,20 - Type 40 Stainless (ASTM A9, Grade B6) 6 V sa lb. 4,290 9,0 4,90 22,040 0,490 40,000 6,9 - Type 04 and 6 Stainless (ASTM A9, Grade B 2,22 4,,0,420,00 20,2,40 and BM) Threaded Reduction for Seismic Shear - ASTM F4, Grade Reduction for Seismic Shear - ASTM A9, Grade B Reduction for Seismic Shear - Stainless (ASTM A9, Grade B6) 6 α V,seis Reduction for Seismic Shear - Stainless (ASTM A9, Grade B and BM) Strength Reduction Factor - Steel Failure ϕ Concrete Breakout Strength in Shear Outside Diameter of Anchor d o Load Bearing Length of Anchor in Shear l e h ef Strength Reduction Factor - Breakout Failure ϕ 0.0 Concrete Pryout Strength in Shear Coefficient for Pryout Strength k cp 2.0 Strength Reduction Factor - Pryout Failure ϕ The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0, except as modified below. 2. The value of ϕ applies when the load combinations of ACI Section 9.2 are used. If the load combinations of AC Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ. 4. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. Sand-lightweight and all-lightweight concrete are beyond the scope of this table. 6. The values of V sa are applicable for both cracked and uncracked concrete. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, V sa must be multiplied by α V,seis for the corresponding threaded rod steel type. C-SAS Simpson Strong-Tie Company Inc. SET-XP Epoxy Anchor Shear Strength Design Data for Rebar in Normal-Weight Concrete, Rebar Characteristic Symbol Units Rebar Size # #4 # #6 # # #0 Steel Strength in Shear Minimum Shear Stress Area A se in Shear Resistance of Steel - Rebar (ASTM A6, Grade 60) 6 V sa lb. 4,90 0,00 6,40 2,60 2,400 42,660 66,420 Reduction for Seismic Shear - Rebar (ASTM A6, Grade 60) 6 α V,seis Strength Reduction Factor - Steel Failure ϕ Concrete Breakout Strength in Shear Outside Diameter of Anchor d o Load Bearing Length of Anchor in Shear l e h ef Strength Reduction Factor - Breakout Failure ϕ 0.0 Concrete Pryout Strength in Shear Coefficient for Pryout Strength k cp 2.0 Strength Reduction Factor - Pryout Failure ϕ The information presented in this table is to be used in conjunction with the design criteria of ICC-ES AC0, except as modified below. 2. The value of ϕ applies when the load combinations of ACI Section 9.2 are used. If the load combinations of AC Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ. See page for 4. The value of ϕ applies when both the load combinations of ACI Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI Appendix C are used, refer to Section D.4. to determine the appropriate value of ϕ.. Sand-lightweight and all-lightweight concrete are beyond the scope of this table. 6. The values of V sa are applicable for both cracked and uncracked concrete. For anchors installed in regions assigned to Seismic Design Category C, D, E or F, V sa must be multiplied by α V,seis. 9

6 SET-XP High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete Tension and Shear Loads for Threaded and Rebar Anchors in -inch Lightweight,Medium-Weight and Normal-Weight Grout Filled CMU (9.) (2.) (.9) (9.) # (9.) #4 (2.) # (.9) Bit M End Spacing -inch Grout Filled CMU Loads Based on CMU Strength Ultimate Tension Threaded Anchors Installed on the Face of the CMU Wall (see Figure ) (6) 4 (4) (4) 6 (6) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) (20) (20) (20) (20),44 (.) 9,2 (40.6) 9,6 (42.) 9,40 (42.2),490 (6.6),2 (.),9 (.4),9 (.4) Rebar Anchors Installed on the Face of the CMU Wall (see Figure ) (6) 4 (4) (4) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) 2 (0) (20) (20) (20). Threaded rods must comply with ASTM F4 Grade 6, Grade C minimum. Rebar must comply with ASTM A6, Grade 60 minimum. 2. Values for -inch wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f' m, at 2 days is 00 psi.. Embedment depth is measured from the outside face of the concrete masonry unit. 4. loads may be increased % for short-term loading due to wind forces or seismic forces where permitted by code.. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 6. The tabulated allowable loads are based on a safety factor of.0 for installations under the IBC and IRC.. Refer to allowable load-adjustment factors for end distance, edge distance and spacing on page 2. In-Service Temperature Sensitivity Base Material Temperature Percent Load F C % 0 4 9% 2 2 9% 4% %. Refer to temperature sensitivity chart for allowable bond strength reduction for temperature. See page 22 for more information. 2. Percent allowable load may be linearly interpolated for intermediate base material temperatures.. C = ( F-2) /. 6,92 (.) 9,6 (40.) 0,92 (4.6),9 (6.2), (.2) 2, (9.) Ultimate,2 (2.4) 6,99 (.) 6, (0.6) 6,4 (0.0),299 (2.),44 (6.2),0 (.) Shear 4" minimum edge distance,4 (.),0 (6.0),0 (6.0),0 (6.0),460 (6.),0 (6.),0 (6.) See page for Figure edge distance (see load table) Installations in this area for full allowable load capacity Shaded Area = Placement for Full and Reduced Load Capacity in Grout-Filled CMU Installation in this area for reduced allowable load capacity 4" Minimum end distance end distance (see load table) No installation within ½" of head joint C-SAS Simpson Strong-Tie Company Inc. 20

7 SET-XP High-Strength Anchoring Adhesive for Cracked and Uncracked Concrete Load-Adjustment Factors for SET-XP Adhesive in Face of Wall Installation in " Grout-Filled CMU: End / Distance and Spacing, Tension and Shear Loads How to use these charts:. The following tables are for reduced end and edge distance and spacing. 2. Locate the anchor size to be used for either a tension and/or shear load application.. Locate the embedment (E) at which the anchor is to be installed. 4. Locate the end or edge distance (C act ) or spacing (S act ) at which the anchor is to be installed.. The load-adjustment factor (f c or f s ) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load-adjustment factor.. Reduction factors for multiple edges or spacing are multiplied together.. Adjustment factors do not apply to allowable steel strength values. 9. Adjustment factors are to be applied to allowable tension or shear load based on CMU strength values only. End and Distance Tension (f c) # #4 # See page for Cact (in) E C cr C min f cmin See Notes Below C-SAS Simpson Strong-Tie Company Inc. End and Distance Shear (f c ) Shear Load Perpendicular to End or Cact (in) # #4 # E C cr C min f cmin End and Distance Shear (f c) Shear Load Parallel to End or Spacing Tension (f s) Spacing Shear (f s) Sact (in) # #4 # E S cr S min f smin Cact (in) # #4 # E C cr C min f cmin Sact (in) # #4 # E S cr S min f smin E = Embedment depth (inches). 2. C act = actual end or edge distance at which anchor is installed (inches).. C cr = critical end or edge distance for 00% load (inches). 4. C min = minimum end or edge distance for reduced load (inches).. f c = adjustment factor for allowable load at actual end or edge distance. 6. f ccr = adjustment factor for allowable load at critical end or edge distance. f ccr is always =.00.. f cmin = adjustment factor for allowable load at minimum end or edge distance.. f c = f cmin + [( - f cmin) (C act - C min) / (C cr - C min)].. E = Embedment depth (inches). 2. S act = actual spacing distance at which anchors are installed (inches).. S cr = critical spacing distance for 00% load (inches). 4. S min = minimum spacing distance for reduced load (inches).. f s = adjustment factor for allowable load at actual spacing distance. 6. f scr = adjustment factor for allowable load at critical spacing distance. f scr is always =.00.. f smin = adjustment factor for allowable load at minimum spacing distance... f s = f smin + [( - f smin) (S act - S min) / (S cr - S min)]. 2

8 SET Anchoring Adhesive 22 SET is a two-component, : ratio, high-solids, epoxy-based adhesive for use as a high strength, non-shrink anchor grouting material. Resin and hardener are dispensed and mixed simultaneously through the mixing nozzle. SET meets or exceeds the requirements of ASTM C- specification for Type I, II, IV and V, Grade, Class B and C. USES: Threaded-rod anchoring Rebar doweling Bonding hardened concrete to hardened concrete Pick-proof sealant around doors, windows and fixtures Paste-over for crack injection CODES: ICC-ES ESR-2 (CMU & URM); City of L.A. RR229; Florida FL 06.4; Caltrans approved; multiple DOT listings; NSF/ ANSI Standard 6 (26 in2 000 gal), except SET.KTA. The load tables list values based upon results from the most recent testing and may not reflect those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load values. APPLICATION: Surfaces to receive epoxy must be clean. For installations in or through standing water, see page 22 for details. The base material temperature must be 40 F or above at the time of installation. For best results, material should be 0 0 F at the time of application. Cartridges should not be immersed in water to facilitate warming. To warm cold material, the cartridges should be stored in a warm, uniformly heated area or storage container for a sufficient time to allow epoxy to warm completely. Mixed material in nozzle can harden in minutes at a temperature of 40 F or above. ASD DESIGN EXAMPLE: See page 2 INSTALLATION: See pages 0 SHELF LIFE: 24 months from date of manufacture in unopened sideby-side cartridge. STORAGE CONDITIONS: For best results store between 4 F 90 F. To store partially used cartridges, leave hardened nozzle in place. To re-use, attach new nozzle. COLOR: Resin white, hardener black. When properly mixed SET adhesive will be a uniform light gray color. CLEAN UP: Uncured material Wipe up with cotton cloths. If desired scrub area with abrasive, waterbased cleaner and flush with water. If approved, solvents such as ketones (MEK, acetone, etc.), lacquer thinner or adhesive remover can be used. DO NOT USE SOLVENTS TO CLEAN ADHESIVE FROM SKIN. Take appropriate precautions when handling flammable solvents. Solvents may damage surfaces to which they are applied. Cured material Chip or grind off surface. TEST CRITERIA: Anchors installed with SET adhesive have been tested in accordance with ICC-ES's Acceptance Criteria for Adhesive Anchors (AC). In addition, anchors installed with SET adhesive have been tested in accordance with ICC-ES's Acceptance Criteria for Unreinforced Masonry Anchors (AC60). PROPERTY TEST METHOD RESULTS Consistency ASTM C Non-sag/thixotropic paste Heat deflection ASTM D 64 6 F ( C) Bond strength (moist cure) ASTM C 2,2 psi (2 days),66 psi (4 days) Water absorption ASTM D 0 0.0% (24 hours) Compressive yield strength ASTM D 69,06 psi (24 hours) 2,60 psi ( days) Compressive modulus ASTM D 69 49,000 psi ( days) Gel Time ( F) ASTM C 0 m 60 gram mass 60 min Thin film CHEMICAL RESISTANCE: Very good to excellent against distilled water, inorganic acids and alkalis. Fair to good against organic acids and alkalis, and many organic solvents. Poor against ketones. For more detailed information, visit SET.KTA SET Cartridge Systems Model No. SET.KTA SET22 SET6 EMN22i Capacity ounces (cubic inches). (.) 22 (9.) Cartridge Type SET22 Carton Quantity side-by-side 2 side-by-side 0 EDT22S Dispensing Tool(s) SET6 Adaptor included for standard caulking tool EDT22S, EDTA22P or EDTA22CKT Mixing 4 Nozzle EMN. (2 included) EMN22i 6 (0.) side-by-side 6 EDTA6P EMN22i or EMN0. Bulk containers also available, call Simpson Strong-Tie for details. 2. Cartridge and bulk estimation guides are available on pages 4.. Detailed information on dispensing tools, mixing nozzles and other adhesive accessories is available on pages Use only appropriate Simpson Strong-Tie mixing nozzle in accordance with Simpson Strong-Tie instructions. Modification or improper use of mixing nozzle may impair epoxy performance. SUGGESTED SPECIFICATIONS: Anchoring adhesive shall be a two-component high-solids epoxy based system supplied in manufacturer's standard cartridge and dispensed through a staticmixing nozzle supplied by the manufacturer. Epoxy shall meet the minimum requirements of ASTM C- specification for Type I, II, IV, and V, Grade, Class B and C and must develop a minimum 2,60 psi compressive yield strength after day cure. Epoxy must have a heat deflection temperature of a minimum 6 F ( C). Adhesive shall be SET adhesive from Simpson Strong-Tie, Pleasanton, CA. Anchors shall be installed per Simpson Strong-Tie instructions for SET adhesive. ACCESSORIES: See pages 2 for information on dispensing tools, mixing nozzles and other accessories. IMPORTANT See Pages 0 for Installation Instructions C-SAS Simpson Strong-Tie Company Inc.

9 SET Anchoring Adhesive Cure Schedule Base Material Temperature Cure Time (hrs.) F C In-Service Temperature Sensitivity Base Material Temperature Percent Load F C % % % % % %. Refer to temperature sensitivity chart for allowable bond strength reduction for temperature. See page 22 for more information. 2. Percent allowable load may be linearly interpolated for intermediate base material temperatures.. C = ( F-2) /. C-SAS Simpson Strong-Tie Company Inc. Tension Loads for Threaded Anchors in Normal-Weight Concrete (continued on next page) (9.) (2.) (.9) (9.) Bit See Notes on Next Page (44) (9) 4 (4) 2 (4) 4 (0) 6 (2) 2 (64) (9) (2) 6 () 9 (2) (6) 6 (29) 6 () 9 (229) (26) 2 (6) () 6 () 6 () 6 (62) 9 (229) (9) (4) (9) 0 (26) 4 (9) 6 (29) (94) 0 (2) (4) 6 (429) Spacing () 4 (6) (4) (26) (42) 24 (60) 0 (24) () 20 (0) 2 (0) (9) (4) 20 (4) 2 (66) 6 (94) 4 (4) Tension Load Based on Bond Strength f' c 2000 psi (. MPa) Concrete Ultimate Std. Dev. Allow., (.) (2.2) (2.) 0,200 (4.4) 0,6 (4.2),26 (2.),00 (.),6 (2.) 6,0 (0.2) 9 (0.) 4 (0.4),6 (.2) 629 (2.) (.) (.4) 26,00 (.),2 (.0),402 (4.6),46 (6.),9 (.) 2,62 (.) 42,00 (.),94 (.) 4,64 (2.9) 60 (2.) 2,0 (.) 2,6 (.),0 (.0) 4,42 (9.) 4,640 (20.6),69 (.) 4,90 (.6) 6,60 (29.), (.4),0 (.),6 (.2),9 (2.0) 0,2 (46.),220 (49.9),90 (.0) f' c 4000 psi (2.6 MPa) Concrete Ultimate Std. Dev. Allow.,900 4 (.) (2.) 0,20 (4.) 0,6 (4.2),26 (2.),400 (.),6 (2.) 6,0 (0.2) 9 (0.4) (.) 2,200 (4.2) 964 (4.),402 (4.6),46 (6.) 42,40 (9.0), (.0) 4,64 (2.9) 2,0 (.4) 2,6 (.),0 (.0) 4,600 (20.) 4,640 (20.6),69 (.) 4, (2.),00 (.),200 (6.),0 (.),6 (.2),24 (2.2) 0,620 (4.2),26 (0.),90 (.0) Tension Load Based on Steel Strength F4 Grade 6 Allow. 2,0 (9.4),0 (6.), (26.),460 (.6) A9 GR B Allow. 4, (20.2),00 (.9) 2,660 (6.),20 (.) See page for F9 04SS Allow.,60 (6.) 6,40 (2.) 0,20 (4.0) 2,400 (.2) " " Diameters on next page 2

10 SET Anchoring Adhesive Tension Loads for Threaded Anchors in Normal-Weight Concrete (continued from previous page) (22.2) (2.4) (2.6) (.) Bit (9) 6 (4) (9) 0 6 (26) () 4 (4) 6 () 9 (229) 2 (0) () (0) (94) 0 (2) (4) 6 (429) (4) 6 (24) (26) () (46) 6 (4) (222) (29) (9) 9 (49) 6 () 0 (2) (4) (4) 22 (2) (9) (292) () 20 (4) 2 (64) 6 (24) 2 (24) 6 (429) 22 (2) 2 (4) Spacing (94) 2 (9) () 4 (060) 2 (4) (4) 2 (66) 6 (94) 4 (29) 60 (24) 20 (2) 0 () 40 (029) 4 (2) 6 () 22 (2) () 4 (4) 60 (24) (90) Tension Load Based on Bond Strength f' c 2000 psi (. MPa) Concrete Ultimate Std. Dev. Allow. 9,20,29 4,0 (.) (.) (2.), (.0) 49,60 (2.) 2,49 (9.6) 66,69 (296.6) 20,06 (9.) 06 (2.) 2, (0.6) 60,060 (26.2),42 (24.) 2,40 (66.) 2,60 (22.6) 6,42 (2.6) 69,200 (0.) 0,20 (42.9), (9.) 2,9 (0.6),04 (42.),024 (.2) 22,6 (4.) 0,940 (4.). load must the lesser of the bond or steel strength. 2. The allowable loads listed under allowable bond are based on a safety factor of Refer to allowable load-adjustment factors for spacing and edge distance on pages and. 4. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. 2,290 (4.) 4,40 (64.4) 6,60 (4.2),020 (22.) 0,020 (44.6),0 (66.),0 (9.2) 20,600 (9.6) 6,90 (0.6) 2,0 (.),00 (.0) 2,0 (9.) 2,4 (.2),96 (9.9) 4, (62.) 9,260 (.) 24,96 (.0) 0,60 (6.4) f' c 4000 psi (2.6 MPa) Concrete Ultimate Std. Dev. Allow. 9,20 4,0 (.) (2.) 4,0 (244.),00 (4.) 66,69 (296.6) 20,06 (9.) 6,020 (29.2) 2,924 (.0) 2,40 (66.) 2,60 (22.6) 2,40 (2.) 0,20 (42.9), (9.),04 (42.) 22,6 (4.) 9,20 (4.),20 (6.0),9 (6.6) 6,60 (4.2),020 (22.) 0,640 (4.) 6,2 (2.),40 (2.0) 20,600 (9.6) 6,90 (0.6) 2,00 (.6),0 (0.4) 2,0 (96.) 2,4 (.2),96 (9.9) 4, (62.) 9,260 (.) 24,96 (.0) 0,60 (6.4) Tension Load Based on Steel Strength F4 Grade 6 Allow.,00 (.2),02 (66.) 9,02 (4.6) 2,490 (04.) A9 GR B Allow. 24, (0.2) 2,0 (44.0) 4,000 (2.4) 0,620 (22.2) See page for F9 04SS Allow. 6,60 (.0) 22,020 (9.9) 2,0 (24.0) 4,42 (.) 6. Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration is given to fire-exposure and elevated-temperature conditions.. load based on bond strength may be interpolated for concrete compressive strengths between 2000 psi and 4000 psi. C-SAS Simpson Strong-Tie Company Inc. 24

11 SET Anchoring Adhesive C-SAS Simpson Strong-Tie Company Inc. Shear Loads for Threaded Anchors in Normal-Weight Concrete (9.) (2.) (.9) (9.) (22.2) (2.4) (2.6) (.) Bit (44) (9) 4 (4) 2 (4) 4 (0) 6 (2) 2 (64) (2) 9 (2) (6) 6 () (26) (9) (9) () 4 (4) 9 (229) () (0) 0 (2) 6 (429) (4) (26) (46) () 6 (62) (9) 0 (2) (29) (4) () 6 (429) Spacing 2 (6) () () () 6 (62) 6 (62) (9) (9) (9) (0) 0 (2) 0 (2) (49) (29) (29) 6 () (4) (4) (9) () () (26) 6 (429) 6 (429) Shear Load Based on Concrete Distance f' c 2000 psi (. MPa) Concrete Ultimate Std. Dev. 4,,4 (20.) (.4) (.) 6,9 (0.) 96 (4.),00 (.),6 (49.4) 4 (.9),696 (.) 4,42 (64.2) 9,0 (6.) 26 (.),02 (4.6) 2,0 (94.2) 2,244 (2.) 942 (4.2) 2, (.) 2, (26.0), (49.2) 2,406 (0.) 2,9 (2.4) 0,20 (.) 0, (22.2) 2,66 (9.6) 2,6 (9.) 4,2 (.),2 (29.) 2,0 (2.9) 66, (29.). load must be the lesser of the load based on concrete edge distance or steel strength. 2. The allowable loads based on concrete edge distance are based on a safety factor of Refer to allowable load-adjustment factors for spacing and edge distance on pages 2 and 4.,969 (.),94 (.6), (.), (.),0 (.) 2,0 (2.4) 2,0 (2.4),60 (6.0) 4, (2.) 4, (2.),29 (2.6) 6,0 (2.) 6,0 (2.),0 (.), (.), (.),60 (.9) 2,4 (.) 2,4 (.) 0,0 (46.0) 4,0 (64.) 4,0 (64.),0 (.0) 6,9 (.) 6,9 (.) F4 Grade 6,0 (4.),90 (.6),02 (.) 4,60 (9.4),92 (26.4),40 (4.4) 9,00 (4.6) 2,00 (.) Shear Load Based on Steel Strength A9 GR B 2,40 (0.4) 4,60 (.) 6,20 (29.0) 9,90 (4.) 2,0 (6.) 6,60 (4.2) 2,2 (94.0) 26,0 (6.0) See page for F9 04SS,0 (.),0 (4.),220 (2.2) 6, (2.4),6 (.6),4 (0.) 4,6 (6.9),0 (.9) 4. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. 2

12 SET Anchoring Adhesive Tension Loads for Threaded Anchors in Normal-Weight Concrete Stemwall (.9) (22.2) Bit 0 (24.0) (.0) Stemwall Width 6 (2.4) (20.2) M (44.) (44.). load must be the lesser of the bond or steel strength. 2. The allowable loads listed under allowable bond are based on a safety factor of Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. M End (2.0) (2.0) Tension Load Based on Bond Strength f' c 200 psi (.2 MPa) Concrete Ultimate,64,40 (60.6) (.2) 22,664 (00.),66 (2.2) Tension Load Based on Steel Strength F4 Grade 6, (26.),00 (.2) 4. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. See page for End " " W= 6"or " and end distances for threaded rod in concrete foundation stemwall corner installation Shear Loads for Threaded Anchors in Normal-Weight Concrete, Load Applied Parallel to Concrete (2.) (.9) Bit 4 (0.0) (2.0) M (44.) (44.) M End (29.9) 0 (24.0). load must be the lesser of the load based on concrete edge distance, steel strength or wood bearing capacity. 2. The allowable loads based on concrete edge distance are based on a safety factor of Refer to allowable load-adjustment factors for spacing on page 4. Shear Load Based on Concrete Distance f' c 2000 psi (. MPa) Concrete Ultimate Std. Dev., ,2 (.) (2.9) (9.), (9.4) 22 (.0) 2,2 (9.9) Shear Load Based on Steel Strength F4 Grade 6,90 (.6),02 (.) 4. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fireexposure conditions. See page for C-SAS Simpson Strong-Tie Company Inc. 26

13 SET Anchoring Adhesive Tension Loads for Rebar Dowels in Normal-Weight Concrete Rebar Tension Load Based on Bond Strength Tension Load Based on Steel Strength Size Bit Spacing f' c 2000 psi f' c 4000 psi ASTM A6 No. (. MPa) Concrete (2.6 MPa) Concrete Grade 60 Rebar Ultimate Std. Dev. Allow. Ultimate Std. Dev. Allow , ,20, ,0 #4 (0) (62) (42) (.) (.) (.) (.) (2.) (20.4) 4,00 (2.) ,60 6 4,40 9,60 4,40 (2.4) (2) (229) (60) (6.) (.0) (2.) (6.) (2.) 20 24,600 2,9 6,0 26,040,40 6,0 # (2) (9) (0) (09.4) (.6) (2.4) (.) (.) (29.0),440 (.9) 9 4 4,0 2,4 2,09 4,0 2,09 (.) (2) (9) (9) (2.2) (2.6) (.) (2.2) (.) 6 0 2,0 4,044 9,9 40,00, 0,2 #6 () (2) (66) (0.) (.0) (42.) (0.2) (6.) (4.0) 0,60 (9.) 6 4 6,020,2 6,2 6,020 6,2 (4.0) (26) (429) (4) (29.2) (4.0) (2.) (29.2) (2.) 4,60,266,940 4,60 # (9) (29) () (22.4) (.6) (.) (22.4),940 (.) 4,400 (22.2) 9 2,60, 20,90,60 (64.) () (49) (4) (62.) (.9) (90.) (62.) 20,90 (90.) 9 6,60 # (229) (4) (94) (2.),420,60 (9.) (2.),420 (9.),960 (2.4) ,240,20 2,60 94,240 2,60 (4.) () (2) (24) (49.2) (.) (04.) (49.2) (04.) 0 40,60,9,420,60 #9 (2) () (029) (2.) (.) (9.) (2.),420 (9.) 24,000 (2.6) 6 2 6,460, 2,6,460 2,6 (06.) (429) (64) () (49.) (2.6) (2.9) (49.) (2.9) 6 4 6,000,40 9,000 6,000 9,000 #0 (26) (429) (4) (.) (6.) (4.) (.) (4.) 0,40 (.) 2 2,40 9,,460 2,40,460 (.6) (46) () (90) (9.) (42.) (9.9) (9.) (9.9) 2 49,00,49 2,,00 2, # (4) (4) (2) (9.2) (.6) (9.) (9.2) (9.),440 (4.9) ,00,29,020 2,00,020 (66.) (24) () (2096) (.) (0.) (46.9) (.) (46.9). load must be the lesser of the bond or steel strength. 2. The allowable loads listed under allowable bond are based on a safety factor of Refer to allowable load-adjustment factors for spacing and edge distance on pages and. 4. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. 6. Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration is given to fire exposure and elevatedtemperature conditions.. load based on bond strength may be interpolated for concrete compressive strengths between 2000 psi and 4000 psi. See page for an explanation of C-SAS Simpson Strong-Tie Company Inc. Shear Loads for Rebar Dowels in Normal-Weight Concrete Shear Load Based on Shear Load Based Rebar Concrete Distance on Steel Strength Size Bit Spacing f' No. c 2000 psi (. MPa) Concrete ASTM A6 Grade 60 Rebar Ultimate lbs. Std. Dev. lbs. Allow. (kn) (kn) 4,6 42,90 #4 (0) 6 6 (6.4) (2.4) (6.9),060 (2.) 6 (62) (62),6,90 (.6) (2) (6.4) (6.9) 24,24,2 6,060 # (2) (0.) (.0) (2.0) 4,40 (.9) 9 (9) (9) 24,24 6,060 (2.) (2) (0.) (2.0) 6,9 2,4,00 #6 () 0 0 (4.) (0.) (6.9) 6,0 (9.) (2) (2),9,00 (29.9) (26) (4.) (6.9) 4,0 2,22, # (9) (22.2) (209.) (9.9) (2.) 9,0 (29) (29) 4,0 (40.) () (209.), (2.) 9,0 # (229) (2.4) (26.9) 4,20 (6.) 2,0 (4) (4),0 4,20 (.) () (26.9) (6.) 0,0,4 4,20 #9 (2) (2.6) (26.9) (6.6) (6.),00 6 () (),0 4,20 (6.) (429) (26.9) (6.) 6,40,20 6,460 #0 (26) 6 (.) 6 (292.9) (.) (.2) 9,40 (429) (429) 6,40 6,460 (6.4) (46) (292.9) (.2) 2,400 9,96 20,0 # (4) (4.9) (62.) (42.) (90.) 2,0 20 (4) (4),400 20,0 (06.2) (24) (62.) (90.). load must be the lesser of the load based on concrete edge distance or steel strength. 2. The allowable loads based on concrete edge distance are based on a safety factor of Refer to allowable loadadjustment factors for spacing and edge distance on pages 2 and Refer to in-service temperature Sensitivity chart for allowable load adjustment for temperature.. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fireresistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. See page for an explanation of 2

14 SET Anchoring Adhesive Tension Loads for Threaded Anchors in Sand-Lightweight Concrete (9.) (2.) (.9) Bit (44) (9) 2 (4) 4 (0) 2 (64) (2) 2 (6) () (9) 6 (62) (9) (9) Spacing (9) () 4 (0) (26) (2) 0 (24) Tension Load Based on Bond Strength f' c 000 psi (20. MPa) Lightweight Concrete F4 Grade 6 Ultimate Std. Dev. 2, (0.) (2.4) (2.) 2,0 (9.4) 6,220 (2.) 2,900 (2.9) 6,20 (29.9) 4,20 (2.4) 9,60 (40.). load must be the lesser of the bond or steel strength. 2. The allowable loads listed under allowable bond are based on a safety factor of % of the allowable load is permitted at critical spacing. No reduction in spacing is allowed. 4. Refer to allowable load-adjustment factors for edge distance on page.. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 422 (.9) 0 (2.4),0 (4.) 2 (.),6 (.), (6.9) 2 (.2),0,60 (6.) (.),20 (.4), 2,290 (26.) (0.2) Tension Load Based on Steel Strength A9 GR B 4, (20.2),00 (.9) 2,660 (6.) See page for F9 04SS,60 (6.) 6,40 (2.) 0,20 (4.0) 6. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions.. Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration is given to fire-exposure and elevated-temperature conditions. Shear Loads for Threaded Anchors in Sand-Lightweight Concrete (9.) (2.) (.9) Bit (44) (9) 2 (4) 4 (0) 2 (64) (2) 2 (6) () (9) 6 (62) (9) (9) Spacing (9) () 4 (0) (26) (2) 0 (24) Shear Load Based on Concrete Distance f' c 000 psi (20. MPa) Lightweight Concrete F4 Grade 6 Ultimate Std. Dev. 2, (0.) (0.6) (2.6),0 (4.),4 (2.) 2,94 (.),46 (.),4 (.9),4 (2.4). load must be the lesser of the load based on concrete edge distance or steel strength. 2. The allowable loads based on concrete edge distance are based on a safety factor of % of the allowable load is permitted at critical spacing. No reduction in spacing is allowed. 4. Refer to allowable load-adjustment factors for edge distance on page. 4 (2.4) 224 (.0) 9 (4.0),02 (4.) 60 (2.9),44 (6.4) (.),90 2,0 (.6) (9.4) 9 (4.0),02 2,94 (.) (.) Shear Load Based on Steel Strength A9 GR B 2,40 (0.4) 4,60 (.) 6,20 (29.0) See page for F9 04SS,0 (.),0 (4.),220 (2.2). Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 6. Anchors are permitted to be used within fire-resistive construction, provided the anchors resist wind or seismic loads only. For use in fire-resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire-exposure conditions. C-SAS Simpson Strong-Tie Company Inc. 2

15 SET Anchoring Adhesive Tension and Shear Loads for Threaded Anchors in -inch Lightweight, Medium-Weight and Normal-Weight Grout-Filled CMU (2.) (.9) (9.) Bit M End Spacing -inch Grout-Filled CMU Loads Based on CMU Strength Tension Shear Ultimate Ultimate Anchor Installed Anywhere on the Face of the CMU Wall (See Figure ) 4 6,496,00 6,66 (0) (42) (42) (42) (2.9) (.) (0.) (2) 6 () 20 (0) 2 (66) 20 (0) 2 (66) 20 (0) 2 (66). Threaded rods must comply with ASTM F4 Grade 6 minimum. 2. Values for -inch wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f' m, at 2 days is 00 psi.. Embedment depth is measured from the outside face of the concrete masonry unit. 4. loads may be increased % for short-term loading due to wind forces or seismic forces where permitted by code.,22 (6.6),66 (69.6),64 (.),0 (.9),66 (60.), (.2), (6.0) 2, (2.2), (.6). Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 6. The tabulated allowable loads are based on a safety factor of.0 for installations under the IBC and IRC.. Refer to allowable load-adjustment factors for end distance, edge distance and spacing on page 6. See page for 4" Minimum edge distance edge distance (see load table) Installations in this area for full allowable load capacity Figure Installation in this area for reduced allowable load capacity 4" Minimum end distance end distance (see load table) Shaded Area = Placement for Full and Reduced Load Capacity in Grout-Filled CMU C-SAS Simpson Strong-Tie Company Inc. Tension and Shear Loads for Threaded Anchors in 6 and -inch Lightweight, Medium-Weight and Normal-Weight Grout-Filled CMU Anchor Installed in Cell Opening (Top of Wall) See Figure 2 (.9) (9.) (22.2) (.9) (9.) Bit (2) (2) 2 (0) M M End M Spacing 6 and -inch Grout-Filled CMU Loads Based on CMU Strength Ultimate Tension Tension and Shear Values EXCLUDING Earthquake Loads 20 2, 2, (6) (9) (0) (.9) (.2) (2) (2) (6) 2 () (9) (9) 20 (0) 4 (29),90 (9.6) 2, (.2),0 (.9) Tension and Shear Values INCLUDING Earthquake Loads ,00,00 (6) (9) (0) (2.9) (.) (6) (9) 20 (0) Tension and Shear Loads for Threaded Anchors in Lightweight, Medium-Weight and Normal-Weight Hollow CMU (.9) (9.) Bit M M End. Threaded rods must comply with ASTM F4 Grade 6 minimum. 2. Values for -inch wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f' m, at 2 days is 00 psi.. Embedment depth is measured from the outside face of the concrete masonry unit for installations through a face shell. 4. loads may not be increased for short-term loading due to wind forces or seismic forces.,00 (.) Ultimate 9,0 (42.4) Shear,90 (.),90 (.) 6,0 (0.2), (6.0), (6.0) 6 and -inch Hollow CMU Loads Based on CMU Strength Tension Shear Ultimate Ultimate Anchor Installed in Face Shell w/simpson Strong-Tie Epoxy Carbon-Steel Screen Tube 4 4,440 (.9) (0.6) (.) (.9) (0.) (6.4) (.9) 4 (0.6) 4 (.) (0.). Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature. 6. The tabulated allowable loads are based on a safety factor of.0 for installations under the IBC and IRC.. Anchors must be spaced a minimum distance of four times the anchor embedment.. Screen tubes not for use with SET.KTA. 9. Set drill to rotation-only mode when drilling into hollow CMU. 290 (.) 290 (.) See page for Figure 2 End Anchor installed in cell opening (top of wall). Tension and Shear Values EXCLUDING Earthquake Loads may not be increased for wind forces. 2. Tension and Shear Values INCLUDING Earthquake Loads may be increased % for wind forces or seismic forces where permitted by code.. Also see notes and below. See page for 4 " 4" Figure Anchor installed in face shell w/screen tube in hollow cell 29