Code Compliant. Product Description. General Uses & Applications. Advantages & Features

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1 Product Description ULTRABOND 4CC is a 2-component, : mix ratio, high performance epoxy adhesive for anchoring and doweling applications with threaded rod and reinforcing bar in both cracked and uncracked concrete and has been tested in accordance to ICC- ES AC308 (See ICC-ES ESR-328). ULTRABOND 4CC can be used in temperatures from 50 F to 0 F (0 C to 43 C). General Uses & Applications Anchoring threaded rod and reinforcing bar (rebar) into either cracked or uncracked concrete Adhering dowel bars and tie bars for full depth concrete pavement repairs Suitable for long term sustained loads and seismic bracing Airport runways and taxi-way expansions, stadium seating, pallet racking traffic barriers to concrete bridge decks Advantages & Features 00% solvent free, zero VOC product Moisture insensitive and can be used in dry, water-saturated, water-filled and submerged applications with no load reductions up to 3/4 threaded rod or #6 reinforcing bar Virtually odorless, can be used indoors Excellent edge and spacing distance options Formulated for use in warm concrete Availability: ATC ULTRABOND products are available through select distributors who can provide you with all your construction needs. Please contact ATC for a distributor near you or visit our website to search by zip code. Color & Ratio: Part A (Resin): Opaque, Part B (Hardener): Gray, Mixed: Gray, Mix Ratio: : Tested to ICC-ES AC308 (ESR-328) 2003, 2006 & 2009 IBC/IRC Compliant 200 Florida Building Code Approved ASTM C88 Type I & IV, Grade 3 Class C; with exceptions Multiple DOT Listings (See ATC website for current list of Department of Transportation approvals throughout the United States) Storage & Shelf Life: 8 months when stored in unopened containers in dry conditions. Store between 40 F (4 C) and 90 F (32 C). Installation & Coverage: Manufacturer s Printed Installation Instructions (MPII) are available in this Technical Data Sheet (TDS) and online at Due to occasional updates and revisions, always verify that you are using the most current version of the MPII. In order to achieve maximum results, proper installation is imperative. See ATC s Estimating Guide, available online and on Best Adhesive App for iphone, for usage and volume estimates for anchoring and doweling. Chemical Resistance: A Chemical Resistance Chart for ULTRABOND, MIRACLE BOND and CRACKBOND epoxy products is available upon request. Contact a Technical Service Representative for details. Clean Up: Clean uncured materials from tools and equipment with solvents such as xylene, toluene, MEK or acetone. Cured material can only be removed mechanically. Limitations & Warnings: Do not thin with solvents, as this will prevent cure Code compliant application temperature between 70 F (2 C) and 0 F (43 C) General anchoring application temperature between 50 F (0 C) and 0 F (43 C) with a 20% load reduction to be applied when installed below 70 F (2 C) Not code compliant in vertically inclined or overhead installations Installation of anchors in orientations to resist sustained tension loads shall be performed by personnel certified by an applicable certification program in accordance with ACI 38 D or D For anchoring applications, concrete must be a minimum of 2 days old prior to anchor installation Safety: Please refer to the Material Safety Data Sheet (MSDS) for ULTRABOND 4CC published on our website or call ATC for more information at Specification: Anchoring adhesive shall be a two component, : ratio system supplied in a pre-measured side by side cartridge and dispensed through a static mixing nozzle supplied by the manufacturer. The adhesive must have a minimum heat deflection temperature of 44 F (62 C) per ASTM D648 and have a compressive yield strength of 0,344 psi (7.3 MPa) at 75 F (24 C) after a 7 day cure. The shelf life must be a minimum of 8 months. The adhesive shall be Adhesives Technology Corporation ULTRABOND 4CC that has been tested in accordance to ICC-ES AC308 in both cracked and uncracked concrete.

2 ORDERING INFORMATION TABLE : ULTRABOND 4CC Adhesive, Dispensing Tools and Mixing Nozzles TM22HD Package Size Part # Manual Dispensing Tool Pneumatic Dispensing Tool 2.2 oz Cartridge A22-4CC TM22HD TA22HD-A Case Qty 2 Pallet Qty 576 Recommended Mixing Nozzle T584C TA22HD-A One tool, dual grip configurations HBHT HBEXT HB00 A22-4CC T584C TABLE 2: Wire Brushes, Handles and Adapters Threaded Nominal Minimum Part # Rod Rebar Brush Brush Qty HB038 3/8 #3 5/ HB02 /2 #4 3/ HB058 5/8 # HB034 3/4 #6 /4.25 HB078 7/8 #7 /2.350 HB00 #8 5/8.463 HB25 /4 #0 3/4.575 HBHT brush 2" usable extension with T-Handle (manual) HBEXT brush 2" usable extension with SDS + drill adaptor MATERIAL SPECIFICATION TABLE 3: ULTRABOND 4CC performance to ASTM C88-0 Property Cure Time ASTM Standard Units Sample Conditioning Temperature 75 F Gel Time - 60 Gram Mass ---- C88 minutes 5 Compressive Yield Strength Compressive Modulus Tensile Strength 2 7 day D695 D638 (24) C psi 0,344 (Mpa) (7.3) psi 665,25 (Mpa) (4,586.7) psi 4,355 (Mpa) (30.0) Tensile Elongation % 7.6 Strength 2 day 4 day C882 psi 3,330 (Mpa) (23.0) psi 3,330 (Mpa) (23.0) Consistency or Viscosity ---- C Non-sag Heat Deflection Temperature 7 day D648 F 44 ( C) (62.0) Water Absorption day D570 % 0.04 Linear Coefficient of Shrinkage ---- D Volatile Organic Compounds (VOC's) E868 grams/liter 0. Results based on testing conducted on a representative lot of product. Average results will vary according to the tolerances of the given property. 2. Tensile strength below limits set forth by ASTM C88 Type I and Type IV. 3. VOC content is outside of the scope of ASTM C88. 2

3 INSTALLATION INSTRUCTIONS (MPII) PSI: 50 min/00 max. 4X s PSI: 50 min/00 max. 4X s Repeat Steps 3,4,5 and 6 a & b THREE MORE TIMES a 9b Drilling and Cleaning Use a rotary hammer drill or pneumatic air drilling machine with a drill bit complying to ANSI B22.5 tolerance standards. Use a drill bit equal to the rod diameter plus /6 (for 3/8 ø and /2 ø rod) and /8 (for 5/8 ø and larger rod). Drill hole to the required embedment depth. See Tables 5 & 2 for minimum/maximum embedment depths. The ULTRABOND 4CC adhesive anchors are for use with wall and floor installations only. Wall installations may be used with 3/8 ø thru maximum 3/4 ø rods. Per construction specification, adhere to minimum spacing, minimum edge distance, and minimum member thickness. Oscillate a clean air nozzle in and out of the dry, damp, water-filled or submerged hole four times, for a total of four seconds, starting at the bottom of the hole with contaminant-free compressed air, exhausting hole until visually clean (i.e., no drill dust, debris, etc.). If required, use an extension on the end of the air nozzle to reach the bottom of the hole. Select an appropriately sized Adhesives Technology brush from part nos. HB038, HB02, HB058, HB034, HB078, HB00 and HB25. Brush must be checked for wear before use. See Table 2 for brush specifications, including minimum diameter. Insert brush into the hole with a clockwise motion. For every /2 forward advancement, complete one full turn until bottom of hole is reached. For faster and more suitable cleaning, attach the brush to a drill. If required, use a wire brush extension (HBEXT) to reach the bottom of the hole. Twist/spin the brush four full turns at bottom of the hole. Using a clockwise motion, for every full turn of the brush, pull the brush /2 out of the hole. Air-clean the dust off the brush to prevent clogging of brush. Oscillate a clean air nozzle in and out of the hole four times, for a total of four seconds, starting at the bottom of the hole with contaminant-free compressed air, exhausting hole until visually clean. If required, use an extension on the end of the air nozzle to reach the bottom of the hole. Repeat steps 3, 4, 5, and 6 (brushing and blowing) three more times before proceeding to step 8. Leave no dust or slurry in the hole. Cartridge Preparation Check the use by date on cartridge and that the cartridge has been stored in temperatures between 40 F (4 C) and 90 F (32 C). Do not use expired product! Review Material Safety Data Sheet (MSDS) before use. Assemble ATC supplied cartridge (part no. A22-4CC) and nozzle (part no. T584C). Place assembly into a hand injection tool (part no. TM22-HD) or pneumatic injection tool (part no. TM22HD-A). Dispense mixed adhesive outside of hole until uniform color is achieved. During floor installations (vertical down), concrete and adhesive must be between 70 F to 0 F or artificially maintained. During wall installations (horizontal), concrete and adhesive must be 70 F or artificially maintained. For non-code compliant installations, concrete and adhesive temperatures may be a minimum of 50 F (0 C). Installation and Curing (Vertical Down and Horizontal) Insert the nozzle to the bottom of the hole and inject the adhesive at an angle leaving the nozzle tip always slightly below the fill level. In a slow circular direction, work the adhesive into the sides of the hole, filling slowly to ensure proper adhesive distribution, until the hole is approximately 60% filled. Immediately insert an oil, rust and scale free threaded rod or rebar to the required embedment depth. Use a counterclockwise motion to ensure proper adhesive distribution. After installing the anchor, the gap between the rod and the concrete must be completely filled with adhesive. The adhesive must fill voids, crevices and uniformly coat the rod and concrete. For holes that contain water, keep injecting the adhesive below the water in order to displace the water upward. After installation, do not disturb the anchor until the full cure time has elapsed as per Table 4. Adhesive must be fully cured before applying any load or torque. 3

4 TABLE 4: ULTRABOND 4CC Cure Schedule,2,3 Base Material Temperature F ( C) 50 (0) 70 (2) 90 (32) 0 (43) Working Time Full Cure Time 40 mins 48 hrs 5 mins 24 hrs 9 mins 24 hrs 9 mins 24 hrs. Working and full cure times are approximate and are based on cartridge/nozzle system performance. 2. Application Temperature for Code Compliant Anchorage: Cartridge, substrate and ambient air temperature should not differ significantly and be from 70-0 F (2-43 C). 3. Application Temperature for General Anchorage (shaded): Installations below 70 F (2 C) and at or above 50 F (0 C) do not meet the performance requirements of AC 308 and require a reduction multiplier of 0.8 to be applied to the published load capacities listed for 70-0 F (2-43 C) installations. Cartridge, substrate and ambient air temperature should not differ significantly from one another. TABLE 5: ULTRABOND 4CC ultimate and allowable TENSION loads for THREADED ROD in normal-weight concrete,2,3 Strength 4 Allowable Tension Load Based on Nominal Tension Load Based on Strength/ Capacity Threaded Rod Drill Bit f' c 2,000 psi (3.8 MPa) 5 f' c 4,000 psi (27.6 MPa) 5 ASTM F554 ASTM A93 ASTM F593 Ultimate Allowable Ultimate Allowable Grade 36 Grade B7 304/36 SS (mm) lbs. (kn) lbs. (kn) lbs. (kn) lbs. (kn) lbs. (kn) lbs. (kn) lbs. (kn) 3 3/8 5,060,265 8,396 2,099 3/8 7/6 (86) (22.5) (5.6) (37.3) (9.3) 2,4 4,556 3,645 4 /2 6,465,66 0,490 2,623 (9.4) (20.3) (6.2) (4) (28.8) (7.2) (46.7) (.7) 4 /2 0,484 2,62 3,476 3,369 (4) (46.6) (.7) (59.9) (5.0) /2 9/6 7 /2 20,572 5, (9) (9.5) (22.9) 6 2,392 3,098 9,66 4,792 3,758 8,099 6,480 (52) (55.) (3.8) (85.3) (2.3) (6.7) (36.0) (28.8) 5 5/8 4,634 3,659 20,880 5,220 (43) (65.) (6.3) (92.9) (23.2) 5/8 3/4 9 3/8 32,249 8, (238) (43.5) (35.9) 7 /2 20,82 5,046 27,939 6,985 5,872 2,655 0,24 (9) (89.8) (22.4) (24.3) (3.) (26.) (56.3) (45.0) 6 3/4 8,966 4,742 29,09 7,255 (7) (84.4) (2.) (29.) (32.3) 3/4 7/8 /4 47,927, (286) (23.2) (53.3) 9 25,988 6,497 43,82 0,953 8,456 8,224 2,392 (229) (5.6) (28.9) (94.9) (48.7) (37.6) (8.) (55.) 9 43,804 0,95 53,53 3,383 (229) (94.8) (48.7) (238.) (59.5) /8 5 82,547 20, (38) (367.2) (9.8) 2 45,35,338 64,022 6,006 5,033 32,398 22,030 (305) (20.7) (50.4) (284.8) (7.2) (66.9) (44.) (98.0). Allowable bond strength/concrete capacity was calculated using a safety factor of Load adjustment factors for edge distance, spacing distance and installation temperature should be applied if applicable. 3. The lower value of either the adjusted allowable bond strength/concrete capacity or steel strength should be used as the allowable tension value for design. 4. Allowable steel strengths calculated in accordance with AISC Manual of Construction: Tensile = 0.33*F u*a nom. 5. Linear interpolation may be used for intermediate concrete compressive strengths. 4

5 TABLE 6: ULTRABOND 4CC ultimate and allowable SHEAR loads for THREADED ROD in normal-weight concrete,2,3 Threaded Rod Nominal Drill Bit (mm) Shear Load Based on Strength/ Capacity f' c 2,000 psi (3.8 MPa) Ultimate lbs. (kn) Allowable lbs. (kn) Allowable Shear Load Based on Strength 4 ASTM F554 Grade 36 lbs. (kn) ASTM A93 Grade B7 lbs. (kn) ASTM F /36 SS lbs. (kn) 3/8 7/6 /2 9/6 5/8 3/4 3/4 7/8 /8 3 3/8 6,227,557,089 2,347,878 (86) (27.7) (6.9) (4.8) (0.4) (8.4) 4 /2 2,06 3,004,936 4,72 3,338 (4) (53.4) (3.4) (8.6) (8.6) (4.8) 5 5/8 7,547 4,387 3,025 6,59 5,26 (43) (78.) (9.5) (3.5) (29.0) (23.2) 6 3/4 24,98 6,230 4,356 9,388 6,384 (7) (0.8) (27.7) (9.4) (4.8) (28.4) 9 43,648 0,92 7,744 6,690,349 (229) (94.2) (48.5) (34.4) (74.2) (50.5). Allowable bond strength/concrete capacity was calculated using a safety factor of Load adjustment factors for edge distance, spacing distance and installation temperature should be applied if applicable. 3. The lower value of either the adjusted allowable bond strength/concrete capacity or steel strength should be used as the allowable shear value for design. 4. Allowable steel strengths calculated in accordance with AISC Manual of Construction: Shear = 0.7*F u*a nom. TABLE 7: ULTRABOND 4CC ultimate and allowable TENSION & SHEAR loads for REINFORCING BAR in normal-weight concrete,2,3 Rebar Size Nominal Drill Bit (mm) Tension Load Based on Allowable Load Based on Strength 4 Strength/ Capacity f' c 4,000 psi (27.6 MPa) Tension Shear ASTM A65 ASTM A65 ASTM A65 ASTM A65 Ultimate Allowable Grade 60 Grade 75 Grade 60 Grade 75 lbs. (kn) lbs. (kn) lbs. (kn) lbs. (kn) lbs. (kn) lbs. (kn) 3 3/8 8,090 2,023 #3 /2 (86) (36.0) (9.0) 2,640 3,300,683,870 4 /2 0,488 2,622 (.7) (4.7) (7.5) (8.3) (4) (46.7) (.7) 4 /2 4,47 3,68 #4 5/8 (4) (64.4) (6.) 4,800 6,000 3,060 3, ,396 5,099 (2.4) (26.7) (3.6) (5.) (52) (90.7) (22.7) 5 5/8 2,273 5,38 #5 3/4 (43) (94.6) (23.7) 7,440 9,300 4,743 5,270 7 /2 3,863 7,966 (33.) (4.4) (2.) (23.4) (9) (4.7) (35.4) 6 3/4 27,677 6,99 #6 7/8 (7) (23.) (30.8) 0,560 3,200 6,732 7, ,879,970 (47.0) (58.7) (29.9) (33.3) (229) (23.0) (53.2) 7 7/8 43,905 0,976 #7 (200) (95.3) (48.8) 4,400 8,000 9,80 0,200 0 /2 52,046 3,02 (64.) (80.) (40.8) (45.4) (267) (23.5) (57.9) 9 55,676 3,99 #8 /8 (229) (247.7) (6.9) 8,960 23,700 2,087 3, ,358 9,340 (84.3) (05.4) (53.8) (59.7) (305) (344.) (86.0) 0 /8 62,443 5,6 #9 /4 (257) (277.8) (69.4) 24,000 30,000 5,300 7,000 3 /2 7,959 7,990 (06.8) (33.4) (68.) (75.6) (343) (320.) (80.0) /4 70,65 7,54 #0 3/8 (286) (32.) (78.0) 30,480 38,00 9,43 2, ,545 9,636 (35.6) (69.5) (86.4) (96.0) (38) (349.4) (87.3). Allowable bond strength/concrete capacity was calculated using a safety factor of Load adjustment factors for edge distance, spacing distance and installation temperature should be applied if applicable. 3. The lower value of either the adjusted allowable bond strength/concrete capacity or steel strength should be used as the allowable tension or shear value for design. 4. Allowable steel strengths calculated in accordance with AISC Manual of Construction: Tensile = (F y*a nom)/2.5, Shear = 0.7*F u*a nom. 5

6 TABLE 8: ULTRABOND 4CC Reduction factors for EDGE DISTANCE in TENSION for fractional threaded rod and reinforcing bar,2 Units 3/8 /2 5/8 3/4 No. 3 No. 4 No. 5 No. 6 No /8 4 /2 4 /2 6 7 /2 5 5/8 7 /2 9 3/8 6 3/4 9 / (mm) (86) (4) (4) (52) (9) (43) (9) (238) (7) (229) (286) (229) (305) (38) Critical Edge 4 /4 5 3/4 5 3/4 7 /2 9 /2 7 9 /2 3/4 8 /2 /4 4 / /4 Distance (mm) (08) (46) (46) (9) (24) (78) (24) (298) (26) (286) (356) (286) (38) (476) M Edge 3/4 2 /4 2 / / /4 4 3/4 3 /2 4 /2 5 3/4 4 /2 6 7 /2 Distance (mm) (44) (57) (57) (76) (95) (76) (95) (2) (89) (4) (46) (4) (52) (9) Edge Distance (mm) Tension Multiplier Table 3/4 (44.5) /4 (57.2) (76.2) /2 (88.9) /4 (95.3) /4 (08.0) /2 (4.3) /4 (20.7) /4 (46.) (52.4) (77.8) /2 (90.5) /2 (25.9) /2 (24.3) /4 (285.8) /4 (298.5) /2 (37.5) /4 (336.6) (355.6) (38.0) (406.4) (43.8) /4 (476.3).00 TABLE 9: ULTRABOND 4CC Reduction factors for SPACING DISTANCE in TENSION for fractional threaded rod and reinforcing bar,2 Critical Spacing Distance Units 3/8 /2 5/8 3/4 No. 3 No. 4 No. 5 No. 6 No /8 4 /2 4 /2 6 7 /2 5 5/8 7 /2 9 3/8 6 3/4 9 / (mm) (86) (4) (4) (52) (9) (43) (9) (238) (7) (229) (286) (229) (305) (38) 5 6 3/4 6 3/4 9 /4 8 /2 /4 4 0 /4 3 /2 7 3 / /2 (mm) (27) (7) (7) (229) (286) (26) (286) (356) (260) (343) (432) (343) (457) (572) M Spacing 2 /2 3 /2 3 /2 4 /2 5 3/4 4 /4 5 3/ /4 8 /2 6 3/4 9 /4 Distance (mm) (64) (89) (89) (4) (46) (08) (46) (78) (27) (7) (26) (7) (229) (286) Spacing Distance (mm) Tension Multiplier Table 2 /2 (63.5) /2 (88.9) /4 (08.0) /2 (4.3) (27.0) /4 (46.) /4 (58.8) /4 (7.5) (77.8) /2 (25.9) (228.6) /4 (260.4) /4 (285.8) (304.8) /4 (323.9) /2 (342.9) (355.6) (38.0) (43.8) (457.2) /2 (495.3) (533.4) /2 (57.5).00. Minimum slab thickness equals.5 x embedment depth. 2. Linear interpolation may be used for intermediate edge distances.. Minimum slab thickness equals.5 x embedment depth. 2. Linear interpolation may be used for intermediate edge distances. 6

7 TABLE 0: ULTRABOND 4CC Reduction factors for EDGE DISTANCE in SHEAR for fractional threaded rod and reinforcing bar,2 Critical Edge Distance M Edge Distance Edge Distance Units 3/8 /2 5/8 3/4 No. 3 No. 4 No. 5 No. 6 No /8 4 /2 5 5/8 6 3/4 9 (mm) (86) (4) (43) (7) (229) 4 /4 5 3/4 7 8 /2 /4 (mm) (08) (46) (78) (26) (286) /4 /2 3/ /4 (mm) (32) (38) (44) (5) (70) (mm) /4 (3.8) 0.30 /2 (38.) Shear Multiplier Table 3/4 (44.5) (50.8) /4 (57.2) /4 (69.9) (76.2) /2 (88.9) /4 (08.0) /4 (20.7) /4 (33.4) /4 (46.) (52.4) /2 (65.) (77.8) /2 (90.5) (203.2) /2 (25.9) (228.6) /2 (24.3) (254.0) /2 (266.7) 0.94 /4 (285.8).00. Minimum slab thickness equals.5 x embedment depth. 2. Linear interpolation may be used for intermediate edge distances. TABLE : ULTRABOND 4CC Reduction factors for SPACING DISTANCE in SHEAR for fractional threaded rod and reinforcing bar,2 Critical Edge Distance Units 3/8 /2 5/8 3/4 No. 3 No. 4 No. 5 No. 6 No /8 4 /2 5 5/8 6 3/4 9 (mm) (86) (4) (43) (7) (229) 5 6 3/4 8 /2 0 /4 3 /2 (mm) (27) (7) (26) (260) (343) M Spacing 3/4 2 /4 3 3 /2 4 /2 Distance (mm) (44) (57) (76) (89) (4) Spacing Distance (mm) Shear Multiplier Table 3/4 (44.5) /4 (57.2) (76.2) /2 (88.9) (0.6) /2 (4.3) (27.0) /2 (39.7) (52.4) /2 (65.) /4 (7.5) /2 (90.5) (203.2) /2 (25.9) (228.6) /4 (247.7) /4 (260.4) (279.4) 0.8 /2 (292.) (304.8) /2 (37.5) (330.2) /2 (342.9).00. Minimum slab thickness equals.5 x embedment depth. 2. Linear interpolation may be used for intermediate edge distances. 7

8 TABLE 2: ULTRABOND 4CC INSTALLATION and CONCRETE BREAKOUT design information for fractional THREADED ROD and REINFORCING BAR in normal-weight concrete Characteristic Symbol Units Threaded Rod and Reinforcing Bar Size 3/8 /2 5/8 3/4 7/8 /4 No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 0 Nominal Anchor d inch Nominal Carbide Drill Bit d 0 inch 7/6 9/6 3/4 7/8 /8 3/8 Minimum h ef,min inch 2 3/8 2 3/4 3 /8 3 /2 3 /2 4 5 (mm) (60) (70) (79) (89) (89) (02) (27) Maximum h ef,max inch 3 3/8 4 /2 5 5/8 6 3/4 7 7/8 9 /4 (mm) (86) (4) (43) (7) (200) (229) (286) Minimum Spacing Distance s min inch 5/6 2 /2 6 3 /2 4 5 (mm) (24) (25) (64) (52) (89) (02) (27) Minimum Edge Distance c min inch 5/6 2 /2 6 3 /2 4 5 (mm) (24) (25) (64) (52) (89) (02) (27) Critical Edge Distance c ac ---- See Section 4..0 of ESR-328 inch h ef + /4 Minimum Thickness h min (mm) (h ef + 30) h ef +2d 0 Maximum Tightening Torque T inst ft-lbf (N-m) (2) (22) (64) (22) (97) (23) (502) Effectiveness Factor for Uncracked Effectiveness Factor for Cracked k c,uncr k c,cr Strength reduction factor for tension, ɸ Cond. B 0.65 concrete failure mode Strength reduction factor for shear, Ф Cond. B 0.70 concrete failure mode. The tabulated value of ɸ applies when the load combinations of Section of the IBC or ACI 38 Section 9.2 are used and the requirements of ACI 38- D.4.3 for Condition B are met. If the load combinations of ACI 38 Appendix C are used, the appropriate value of ɸ must be determined in accordance with ACI 38 D.4.4 for Condition B. 8

9 ASTM A65 Grade 60 Carbon Reinforcing Bar ASTM F593 (304/36) Stainless Threaded Rod ASTM A93 Grade B7 Carbon Threaded Rod ASTM F554 Grade 36 Carbon Threaded Rod Code Compliant TABLE 3: ULTRABOND 4CC STEEL design information for fractional THREADED ROD and REINFORCING BAR Threaded Rod and Reinforcing Bar Size Characteristic Symbol Units 3/8 /2 5/8 3/4 7/8 /4 No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 0 Nominal Anchor d inch Threaded Rod Cross-Sectional Area A se inch (mm 2 ) (50) (92) (46) (26) (298) (39) (625) Nominal Strength in Tension N sa lb 4,500 8,230 3,0 9,400 26,780 35,30 56,20 (kn) (20.0) (36.6) (58.3) (86.3) (9.) (56.3) (250.0) Nominal Strength in Shear V sa lb 2,250 4,940 7,870,640 6,070 2,080 33,730 (kn) (0.0) (22.0) (35.0) (5.8) (7.5) (93.8) (50.0) for ɸ Tension, Failure Mode for Shear, ɸ Failure Mode Reduction Factor for Seismic Shear α V,seis Nominal Strength in Tension N sa lb 9,690 7,740 28,250 4,80 57,70 75,70 2,40 (kn) (43.) (78.9) (25.7) (86.0) (256.7) (336.8) (538.9) Nominal Strength in Shear V sa lb 4,845 0,640 6,950 25,090 34,630 45,430 72,680 (kn) (2.6) (47.3) (75.4) (.6) (54.0) (202.) (323.3) for ɸ Tension, Failure Mode for Shear, ɸ Failure Mode Reduction Factor for Seismic Shear α V,seis Nominal Strength in Tension N sa lb 5,80 0,640 6,950 25,090 34,630 45,430 72,680 (kn) (25.8) (47.3) (75.4) (.6) (54.0) (202.) (323.3) Nominal Strength in Shear V sa lb 2,905 6,390 0,70 5,050 20,780 27,260 43,60 (kn) (2.9) (28.4) (45.2) (66.9) (92.4) (2.3) (94.0) for ɸ Tension, Failure Mode for Shear, ɸ Failure Mode Reduction Factor for Seismic Shear α V,seis Reinforcing Bar Cross-Sectional Area A se inch (mm 2 ) (7) (29) (200) (284) (387) (50) (89) Nominal Strength in Tension N sa lb 9,900 8,000 27,900 39,600 54,000 7,00 4,300 (kn) (44.0) (80.) (24.) (76.) (240.2) (36.3) (508.4) Nominal Strength in Shear V sa lb 5,940 0,800 6,740 23,760 32,400 42,660 68,580 (kn) (26.4) (48.0) (74.5) (05.7) (44.) (89.8) (305.) for ɸ Tension, Failure Mode for Shear, ɸ Failure Mode Reduction Factor for Seismic Shear α V,seis The tabulated value of ɸ applies when the load combinations of Section of the IBC or ACI 38 Section 9.2 are used and the requirements of ACI 38- D.4.3 for Condition B are met. If the load combinations of ACI 38 Appendix C are used, the appropriate value of ɸ must be determined in accordance with ACI 38 D.4.4 for Condition B. 9

10 Permissible Installation Conditions Periodic Inspection Continuous Inspection Code Compliant TABLE 4: ULTRABOND 4CC BOND STRENGTH design information for fractional THREADED ROD and REINFORCING BAR Temperature Range A 2,4,5 Characteristic Symbol Units Threaded Rod and Reinforcing Bar Size 3/8 /2 5/8 3/4 7/8 /4 No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 0 Minimum h ef,min inch 2 3/8 2 3/4 3 /8 3 /2 3 /2 4 5 (mm) (60) (70) (79) (89) (89) (02) (27) Maximum h ef,max inch 3 3/8 4 /2 5 5/8 6 3/4 7 7/8 9 /4 (mm) (86) (4) (43) (7) (200) (229) (286) Characteristic Strength for Uncracked Characteristic Strength for Cracked psi,620 Ƭ k,uncr (MPa) (.2) psi Ƭ k,cr (MPa) (4.6) (5.4) Temperature Range B 3,4,5 Characteristic Strength for Uncracked Characteristic Strength for Cracked Dry Water Saturated Water-Filled Hole Submerged Dry Water Saturated Water-Filled Hole Submerged psi,245 Ƭ k,uncr (MPa) (8.6) psi Ƭ k,cr (MPa) (3.5) (4.2) ɸ dry,ci ɸ sat,ci ɸ wf,ci ɸ sub,ci ɸ dry,pi ɸ sat,pi ɸ wf,pi ɸ sub,pi Reduction Factor for Seismic Tension 6 α N,seis strength values correspond to a concrete compressive range of 2,500 to 8,500 psi (7.2 to 58.6 Mpa). 2. Temperature Range A: Maximum short term temperature of 0 F (43 C) and a maximum long term temperature of 70 F (2 C). 3. Temperature Range B: Maximum short term temperature of 0 F (43 C) and a maximum long term temperature of 0 F (43 C). 4. Short term elevated concrete temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term concrete temperatures are roughly constant over significant periods of time. 5. For load combinations consisting of only short-term loads, such as wind or seismic loads, bond strengths may be increased by 5% for Temperature Range A and by 36% for Temperature Range B. 6. For structures assigned to IBC or IRC Seismic Design Category C, D, E or F, bond strength values must be multiplied by α N,seis. 0

11 TABLE 5: ULTRABOND 4CC STRENGTH DESIGN performance values for low strength THREADED ROD in 2,500-8,000 psi concrete,2,3 Threaded Rod 3/8 /2 5/8 3/4 7/8 /4 (mm) Characteristic Strength Ƭ k,uncr for Temp. Range A psi (Mpa) 2,500 psi (7.2 Mpa) Controlling Failure Mode Strength Design Tension Loads lbs (kn) 4,000 psi (27.6 Mpa) Controlling Failure Mode 8,000 psi (55.2 Mpa) 2 3/8 2,493 2,493 2,493 (60) (.) (.) (.) 3 3/8 3,375 3,375 3,375 (86) (5.0) (5.0) (5.0) 2 3/4 3,557 3,849 3,849 (70) (5.8) (7.) (7.) 4 /2 6,73 6,73 6,73 (4) (27.5) (27.5) (27.5) 3 /8 4,309 5,450 5,467 (79) (9.2) (24.2) (24.3) 5 5/8 9,833 9,833 9,833 (43) (43.7) (43.7) (43.7) 3 /2 5,07 6,460 7,348 (89),620 (22.7) (28.7) (32.7) 6 3/4 (.2) 3,679 4,7 4,7 (7) (60.8) (63.0) (63.0) 3 /2 5,07 6,460 7,04 (89) (22.7) (28.7) (3.2) 7 7/8 5,78 5,78 5,78 (200) (70.2) (70.2) (70.2) 4 6,240 7,893 9,6 (02) (27.8) (35.) (40.8) 9 20,62 20,62 20,62 (229) (9.7) (9.7) (9.7) 5 8,72,03 4,34 (27) (38.8) (49.) (63.7) /4 29,432 32,206 32,206 (286) (30.9) (43.3) (43.3) Controlling Failure Mode. Table is based on meeting all criteria of a specific set of design conditions including: single anchor tension, uncracked concrete, carbide drilled hole, dry, saturated, waterfilled or submerged concrete conditions, periodic inspection, vertical downward installation direction, ASTM F554 Grade 36 threaded rod, installation temperature 70-0 F (2-43 C), long term temperature of 70 F (2 C), short term temperature of 0 F (43 C), no reductions for spacing or edge considerations, no seismic risk and a slab thickness h m 2. Detailed design information for concrete breakout, steel and bond strength can be found in Tables 2, 3 & 4, respectively. 3. Interpolation is not permitted between listed concrete compressive strengths. DESIGN EXAMPLE (based on above conditions) for /2"-3 ASTM F554 Grade 36 threaded rod, embeded 4-/2" deep in 4,000 psi concrete 2 3 Strength Design (SD) Calculation Procedure - Tension Resistance Calculate Strength - Tension (per ACI 38 D.5..2) ɸN sa = ,230 = 6,73 lbs Calculate Breakout Strength - Tension (per ACI 38 D.5.2) ɸN cb = ɸ k uncr f' c 0.5 h ef.5 = , = 7,446 lbs Normalize load for 4,000 psi concrete = 7,446 (4,000 / 2,500) 0.5 = 9,48 lbs Calculate Strength - Tension (per ACI 38 D.5.5.2) ɸN ba = ɸ Ƭ uncr π d h ef = 0.55, = 6,298 lbs 4 Tension Design Resistance for Controlling Failure Mode = lowest value between, Breakout or Strength controls Strength Design Load = 6,73 lbs (steel controls) Allowable Stress Design (ASD) Calculation Procedure - Tension Resistance - Converted from Strength Design Determine Load Combinations and Conversion Factor - Assume 30% dead load and 70% live load using load combination =.2D +.6L = =.48 (per ACI 38 Sect. 9.2) 2 Divide Controlling Strength Design Load by the Calculated Conversion Factor = 6,73 /.48 = 4,7 lbs Allowable Stress Design Load = 4,7 lbs