APPENDIX A: Strength Design Performance Values

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1 ADHESIVE ANCHORING SPECIALISTS APPENDIX A: Strength Design Performance Values SPECIFICATIONS AND DETAILS FOR INSTALLATION OF ANCHORS IN CONCRETE WITH G ADHESIVE Threaded Rod Diameter (d) /8 / /8 / 7/8 -/ Nominal carbide bit diameter do in. 7/6 9/6 / 7/8 -/8 -/8 Anchor embedment depth minimum Anchor embedment depth maximum hef, min in. -/8 -/ -/ -/ hef, max in. -/8 -/ -/8 6-/ 7-7/8 9 -/ Minimum spacing smin in. /6 -/ 6 -/ Minimum edge distance cmin in. /6 -/ 6 -/ Minimum concrete thickness hmin in. hef + -/ hef + do Maximum tightening torque for pretension clamping Tinst ft lb For SI: inch=.mm, lbf =.N, ft-lbf =.6N-m, psi =.00689MPa ANCHOR INSTALLATION BRUSH SPECIFICATIONS Brush color Part # (d) Anchor diameter (in.) Minimum brush diameter (in.) Grey SB08 /8 0.6 Brown SB0 / 0.67 Green SB08 / Yellow SB0 /. Red SB078 7/8.0 Purple SB00.6 Blue SB -/.7 For SI: inch=.mm u Available with lead time. WORKING TIMES AND CURE TIME FOR For SI: t ( F-) X. = C. G ADHESIVE Temp. ( F), Working Time (minutes) Cure Time (hours) Adhesives must be installed in base material temperatures of 70 F to 0 F or artificially maintained. Cartridge temperature should not differ significantly from the temperature of the base material. Working time is the maximum time from the end of mixing to when the insertion of the anchor into the adhesive shall be completed. Cure time is the minimum time from the end of working time to when the anchor may be torqued or loaded. Anchors are to be undisturbed during the cure time. 0

2 APPENDIX A: Strength Design Performance Values TABLE : G ADHESIVE STEEL DESIGN INFORMATION FOR THREADED ROD Anchor nominal diameter (d) /8 / /8 / 7/8 -/ Threaded rod effective cross-sectional area Ase inch Nominal steel strength in tension Nsa lb,00 8,0,0 9,00 6,780,0 6,0 Nominal steel strength in shear Vsa lb,0,90 7,870,60 6,070,080,70 Strength reduction factor for tension, steel failure mode Ф Strength reduction factor for shear, steel failure mode Ф Reduction factor for seismic shear a v,seis Nominal steel strength in tension Nsa lb 9,690 7,70 8,0,80 7,70 7,70,0 Nominal steel strength in shear Vsa lb,8 0,60 6,90,090,60,0 7,680 Strength reduction factor for tension, steel failure mode Ф Strength reduction factor for shear, steel failure mode Ф Reduction factor for seismic shear a v,seis Nominal steel strength in tension Nsa lb,80 0,60 6,90,090,60,0 7,680 Nominal steel strength in shear Vsa lb,90 6,90 0,70,00 0,780 7,60,60 Strength reduction factor for tension, steel failure mode Ф Strength reduction factor for shear, steel failure mode Ф Reduction factor for seismic shear a v,seis Carbon Steel A6 Carbon Steel A9 B7 Stainless Steel F9 For SI: inch =.mm, lbf =.N The tabulated value of Ф applies when the load combinations of Section 60.. of the IBC, Section 6.. of the UBC, or ACI 8 Section 9. are used as set forth in ACI 8 D... If the load combinations of Section 909. of the UBC or ACI 8 Appendix C are used, the appropriate value of Ф must be determined in accordance with ACI 8 D... TABLE : G ADHESIVE CONCRETE BREAKOUT DESIGN INFORMATION Nominal rod diameter, d (inch) /8 / /8 / 7/8 -/ Effectiveness factor for uncracked concrete kc,uncr Effectiveness factor for cracked concrete kc,cr Minimum concrete thickness hmin in. hef + -/ hef + do Anchor embedment depth - minimum hef,min in. -/8 -/ -/ -/ Anchor embedment depth - maximum hef,max in. -/8 -/ -/8 6-/ 7-7/8 9 -/ Minimum spacing smin in. /6 -/ 6 -/ Minimum edge distance cmin in. /6 -/ 6 -/ Critical edge distance cac in. See Section..0 of the ESR-7 Report Strength reduction factor for tension, concrete failure mode Ф Cond B Strength reduction factor for shear, concrete failure mode Ф Cond B For SI: inch =.mm, lbf =.N The tabulated value of Ф applies when the load combinations of Section 60.. of the IBC, Section 6.. of the UBC, or ACI 8 Section 9. are used and the requirements of ACI 8 D..(c) for Condition B are met. If the load combinations of Section 909. of the UBC or ACI 8 Appendix C are used, the appropriate value of Ф must be determined in accordance with ACI 8 D.. for Condition B. do represents the nominal drill hole diameter. 0

3 TABLE : G ADHESIVE ANCHOR BOND STRENGTH DESIGN INFORMATION Nominal rod diameter (inch) /8 / /8 / 7/8 -/ Anchor embedment depth - minimum hef,min in. -/8 -/ -/ -/ Anchor embedment depth - maximum hef,max in. -/8 -/ -/8 6-/ 7-7/8 9 -/ Temperature Range A,, Continuous Inspection Periodic Inspection Characteristic Bond Strength for Uncracked t k,uncr psi,,,,,,, Characteristic Bond Strength for Cracked t k,cr psi Strength Reduction Factor - Dry Фdry, ci Strength Reduction Factor - Saturated Фsat, ci Strength Reduction Factor - Water-Filled Holes Фwf, ci Strength Reduction Factor - Submerged Фsub, ci Strength Reduction Factor - Dry Фdry, ci Strength Reduction Factor - Saturated Фsat, ci Strength Reduction Factor - Water-Filled Holes Фwf, ci Strength Reduction Factor - Submerged Фsub, ci Reduction factor for seismic tension ФN, seis 0.80 For SI: inch =.mm, lbf =.N, ft-lbf=.6 N-m, psi= MPa. Bond strength values correspond to concrete compressive strength range,00 psi to 8,00 psi. Temperature range A: Maximum short term temperature of 0 degrees F and maximum long term temperature of 0 degrees F. Short term elevated concrete temperatures are those that occur over brief interval, e.g., as a result of diurnal cycling. Long term concrete temperatures are roughly constant over significant periods of time. For load combinations consisting of only short-term loads, such as wind or seismic loads, bond strengths may be increased by 6% for Temperature Range A For structures assigned to IBC or IRC Seismic Design Category C, D, E, or F, or UBC Seismic Zone b,, or, bond strength values must be multiplied by αn,seis. SEE TABLE ON ALLOWABLE STRESS DESIGN, ASD, USING LOW STRENGTH CARBON STEEL (A6) THREADED ROD ON NEXT PAGE. 0

4 APPENDIX A: Strength Design Performance Values TABLE : STRENGTH DESIGN USING LOW STRENGTH CARBON STEEL (A6) THREADED ROD u INSTALLED IN f c =,00 PSI 8,000 PSI UNCRACKED CONCRETE WITH G ADHESIVE Anchor Diameter (d) /8 / /8 / 7/8 -/ Embedment Depth, hef (in) (min./max) * Characteristic Bond Strength t k, uncr (psi),00 PSI,000 PSI Allowable Tension Load LBS,000 PSI 6,000 PSI 8,000 PSI -/8,,777 (BOND),777 (BOND),777 (BOND),777 (BOND),777 (BOND) -/8,, (BOND), (BOND), (BOND), (BOND), (BOND) -/,,7 (BOND),7 (BOND),7 (BOND),7 (BOND),7 (BOND) -/,,88 (BOND),88 (BOND),88 (BOND),88 (BOND),88 (BOND) -/8,,896 (BOND),896 (BOND),896 (BOND),896 (BOND),896 (BOND) -/8, 7,0 (BOND) 7,0 (BOND) 7,0 (BOND) 7,0 (BOND) 7,0 (BOND) -/,,07 (CONCRETE),6 (BOND),6 (BOND),6 (BOND),6 (BOND) 6-/, 0,098 (BOND) 0,098 (BOND) 0,098 (BOND) 0,098 (BOND) 0,098 (BOND) -/,,998 (BOND),998 (BOND),998 (BOND),998 (BOND),998 (BOND) 7-7/8,,6 (BOND),6 (BOND),6 (BOND),6 (BOND),6 (BOND), 6,0 (CONCRETE) 6,8 (BOND) 6,8 (BOND) 6,8 (BOND) 6,8 (BOND) 9,,668 (BOND),668 (BOND),668 (BOND),668 (BOND),668 (BOND), 8,7 (CONCRETE) 9, (CONCRETE) 0,00 (BOND) 0,00 (BOND) 0,00 (BOND) -/,,90 (BOND),90 (BOND),90 (BOND),90 (BOND),90 (BOND) For SI: inch=.mm, lbf =.N, ft-lbf=.6 N-M, psi= MPa. Refer to Tables, and for steel, concrete and bond strength design information.. Bond strength reduction factors based on periodic inspection and dry, saturated, water-filled or submerged concrete conditions. u Call for controlling modes and loads using stainless steel or higher strength threaded rod. Procedure to calculate tension load for strength design SD Example: /" diameter anchor with embedment depth of -/" installed in,000 psi concrete. Calculate steel strength tension (per ACI 8 D...) Ф Nsa = 0.7 * 8,0 = 6,7 lbs. Calculate concrete breakout strength tension Ф kuncr,00 psi hef. = 0.6 * *,00 * -/. = 7,6 lbs per ACI 8 D.. Normalize load for,000 psi concrete = 7,6 = 9,8 lbs. Calculate bond strength tension Ф * d * p * hef * t k,uncr = 0. * / * p * -/ *, =,88 lbs (per equations D-6a, and D-6f of ESR-7). Controlling strength is,88 lbs (bond) lowest load value amongst bond, concrete and steel controlling modes Strength Design Load =,88 lbs,000,00 Procedure to calculate tension load for allowable stress design ASD. Determine load combination and conversion factor. Assume 0% dead load and 70% live load using load combination =.D +.6L =. (0.) +.6 (0.7) =.8 (per ACI8 Sect. 9.). Divide controlling strength (see strength design procedure - step ),88 lbs by the conversion factor of.8 =,88/.8 =,0 lbs (steel) Allowable Strength Design Load =,0 lbs Controlling Modes Bond Steel 0

5 APPENDIX B: Strength Design Performance values in accordance to 0 IBC ITW RED HEAD TRUBOLT WEDGE ANCHOR DESIGN INFORMATION TESTED TO ICC-ES AC9 AND ACI., IN ACCORDANCE WITH 0 IBC TRUBOLT WEDGE ANCHOR DESIGN INFORMATION,, DESIGN INFORMATION Symbol Units Nominal Anchor Diameter / /8 / /8 / Anchor O.D. d o in Effective embedment h ef in -/ -/ -/8-7/8 -/8 -/ -/ -/ Minimum member thickness h min in Critical edge distance c ac in -/8 -/8 -/ -/ 6-/ Minimum edge distance c min in -/ -/ -/ -/ -/ -/ -/ -/ -/ Minimum anchor spacing s min in -/ -/ -/ -/ -/ -/ -/ -/ -/ Min. Specified Yield Strength f y lb/in,000 Min. Specified Ultimate Strength futa lb/in 7,000 Effective tensile stress area A se in Steel strength in tension Ns lb,8,8 0,6 6,90,00 Steel strength in shear Vs lb,0,97,90,0 6,8 6,0 0,70 0,990,00 Pullout strength, uncracked concrete N p,uncr lb,9,706,98,69,00,68, 6,68 8,0 0,6 Anchor Category (All anchors are ductile) Effectiveness factor k uncr uncracked concrete Axial stiffness in service load range b lb/in,6 9,8 7, 6,,8 6,6,899,79,76 8,697 Coefficient for variation for axial stiffness in service load range Strength reduction factor f for tension, steel failure modes 0.7 Strength reduction factor f for shear, steel failure modes 0.6 Strength reduction factor f for tension, concrete failure modes, Condition B 0.6 Strength reduction factor f for shear, concrete failure modes, Condition B 0.70 Trubolt+ Anchor Design Strengths must be determined in accordance with ACI 8-0 Appendix D and this table The Trubolt+ Wedge Anchor is a ductile steel element as defined by ACI 8 D. /", /8", & /" diameter data is listed in ICC-ES ESR-. TRUBOLT WEDGE ANCHOR (INSTALLED) TRUBOLT WEDGE INSTALLATION INFORMATION Symbol Units Nominal Anchor Diameter (in.) / /8 / /8 / Anchor outer diameter do in Nominal carbide bit diameter dbit in / /8 / /8 / Effective embedment depth hef in -/ -/ -/8-7/8 -/8 -/ -/ -/ Min hole depth ho in -/ -/ -/8 -/ -/ -/ -/ -/ 6 Min slab thickness hmin in Installation torque Tinst ft-lb 90 0 Min hole diameter in fixture dh in /6 7/6 9/6 /6 /6 06

6 APPENDIX B: Strength Design Performance values in accordance to 0 IBC TRUBOLT WEDGE PULLOUT STRENGTH (Np, unc) (POUNDS) Nominal Anchor Diameter (in.) / /8 / /8 / Effective Compressive Strength Embedment Depth (in.) f c =,00 psi f c =,000 psi f c =,000 psi f c = 6,00 psi -/,9,,60,8,706,869,97, -/,98,08,6, -/8,69,800,96,7-7/8,00,69,7,0 -/8,68,0,0,0 -/,,,76,78 6,68 6,900 7,968 0,7 -/ 8,0 8, 9,60, -/ 0,6 0,6 0,6, For SI: inch =. mm, lbf =. N, psi = Mpa Values are for single anchors with no edge distance or spacing reduction. TRUBOLT WEDGE ANCHOR ALLOWABLE STATIC TENSION (ASD), NORMAL-WEIGHT UNCRACKED CONCRETE -6 Nominal Anchor Effective Compressive Strength Diameter (in.) Embedment Depth (in.) f c =,00 psi f c =,000 psi f c =,000 psi f c = 6,00 psi / /8 / /8 / -/ / 96,08,,8 -/8,,669,79,878-7/8,0,,9,98 -/8,8,98,98,98 -/,8,8,9,0,9,00,99,6 -/,7,6,,8 -/,68,68,68,8 For SI: inch =. mm, lbf =. N, psi = Mpa Design Assumptions: Single anchor with static tension load only. determined to remain uncracked for the life of the anchorage. Load combinations from 006 IBC, Sections 60.. and 60.. (no seismic loading). Thirty percent dead load and 70 percent live load, controlling load combination.d +.6L Calculation of weighted average:.d +.6L =. (0.) +.6 (0.7) =.8 6 Values do not include edge distance or spacing reductions. TRUBOLT WEDGE ANCHOR ALLOWABLE STATIC SHEAR (ASD), STEEL (POUNDS) - Nominal Anchor Diameter (in.) Effective Embedment Depth (in.) Allowable Steel Capacity, Static Shear / /8 / /8 / -/ 68 -/,07 -/8, -7/8,9 -/8,80 -/,6,67 -/,87 -/ 6,60 For SI: inch =. mm, lbf =. N, psi = Mpa Design Assumptions: Single anchor with static shear load only. Load combinations from 006 IBC, Sections 60.. and 60.. (no seismic loading). Thirty percent dead load and 70 percent live load, controlling load combination.d +.6L Calculation of weighted average:.d +.6L =. (0.) +.6 (0.7) =.8 Values do not include edge distance or spacing reductions. 07

7 APPENDIX C: Strength Design Performance values in accordance with 0 IBC ITW RED HEAD TRUBOLT+ and OVERHEAD TRUBOLT+ EDGE ANCHOR DESIGN INFORMATION TESTED TO ICC-ES AC 9 AND ACI., IN ACCORDANCE WITH 0 IBC TRUBOLT+ AND OVERHEAD TRUBOLT+ WEDGE ANCHOR DESIGN INFORMATION Nominal Anchor Diameter (inch) /8" /" /8" /" Anchor category, or Minimum effective embedment depth h ef in -/8 -/ -/ -/ -/ Minimum concrete member thickness h min in / 7 8 Critical edge distance c ac in / 6 7-/ 6-/ 0 Data for Steel Strengths Tension and Shear Minimum specified yield strength f y psi 60,000,000,000,000 Minimum specified ultimate strength futa psi 7,000 7,000 7,000 7,000 Effective tensile stress area (neck) A se in Effective tensile stress area (thread) A se in Steel strength in tension N sa lbf,00 8,9,7 9,90 Steel strength in shear, uncracked or cracked concrete 6 V sa lbf,80,7 8,9,970 Steel strength in shear seismic loads V eq lbf,,7 8,9,77 Strength reduction factor f for tension, steel failure modes Strength reduction factor f for shear, steel failure modes Data for Breakout Pryout Strengths in Tension and Shear Effectiveness factor uncracked concrete k uncr Effectiveness factor cracked concrete k cr Modification factor for cracked and uncracked concrete y c,n Coefficient for pryout strength k cp Load-bearing length of anchor l e in Strength reduction factor f for tension, concrete failure modes, Condition B Strength reduction factor f for shear, concrete failure modes, Condition B Data for Pullout Strengths Pullout strength, uncracked concrete N p,uncr lbf See Footnote See Footnote 6,0,0 8,900 See Footnote Pullout strength, cracked concrete N p,cr lbf See Footnote See Footnote See Footnote See Footnote Pullout strength for seismic loads N eq lbf See Footnote See Footnote Footnote See 6,7 See Footnote Strength reduction factor f for tension, pullout failure modes, Condition B See Footnote See Footnote Additional Anchor Data Axial stiffness in service load range in uncracked concrete b uncr lbf/in 00,000 0,000 0,000 0,000 Axial stiffness in service load range in cracked concrete b cr lbf/in 0,000 0,000 0,000 0,000 For SI: inch =. mm, in = 6.6mm, lbf =. N, psi = MPa, lbf 0/in - 7,00 N/m. The /, /8 and /" diameter Trubolt+ Wedge Anchors are ductile steel elements as defined by ACI 8 D.. The /8" diameter Trubolt+ is considered ductile under tension loading and brittle under shear loading. All values of f apply to the load combinations of IBC Section 60., ACI 8 Section 9. or UBC Section 6.. If the load combinations of Appendix C or UBC Section 909. are used, the appropriate value of f must be determined in accordance with ACI 8 D... For installations where reinforcement that complies with ACI 8 Appendix D requirements for Condition A is present, the appropriate f factor must be determined in accordance with ACI 8 D... For all design cases Ψc,N =.0. The appropriate effectiveness factor for cracked concrete (kcr) or uncracked concrete (kuncr) must be used. The actual diameter for the /8" diameter anchor is 0.6" for the /8" diameter anchor is 0.6" and the /" diameter anchor is 0.78". Anchor pullout strength does not control anchor design. Determine steel and concrete capacity only. 6 Steel strength in shear values are based on test results per ACI., Section 9. and must be used for design. TRUBOLT + WEDGE ANCHOR (INSTALLED) TRUBOLT + AND OVERHEAD TRUBOLT+ WEDGE INSTALLATION INFORMATION Parameter Notation Units Nominal Achor Diameter (inch) /8 / /8 / Anchor outer diameter do inches Nominal carbide bit diameter dbit inches /8 / /8 / Effective embedment depth hef inches -/8 -/ -/ -/ -/ Minimum anchor embedment depth hnom inches -/ -/ -/ -/ -/8 Minimum hole depth ho inches -/ -/ -/ -/8 Minimum concrete member thickness hmin inches / 7 8 Critical edge distance cac In / 6 7-/ 6-/ 0 Minimum anchor spacing smin In. -/ -/ 6 -/ -/ Minimum edge distance cmin In. 6 7-/ 7-/ 7-/ Minimum overall anchor length l inches -/ -/ -/ -/ 6 -/ Installation torque Tinst ft-lb Minimum diameter of hole in fastened part dh inches / /8 / 7/8 For SI: inch =. mm, ft-lb =.6 N-m. 08

8 APPENDIX C: Strength Design Performance values in accordance with 0 IBC TRUBOLT+ AND OVERHEAD TRUBOLT+ WEDGE ANCHOR ALLOWABLE STRESS DESIGN (ASD) VALUES FOR ILLUSTRATIVE PURPOSES Anchor Notation Anchor Embedment Depth Effective Embedment Depth Allowable Tension Load (inches), hnom (inches), hef (lbs) /8 -/8,090 / -/,90 -/ -/,870 /8 -/ -/,8 -/ -/,90 / -/8 -/,8 For SI: inch =. mm, ft-lb =.N. Design Assumptions: Single anchor with static shear load only. Load combinations from 006 IBC, Sections 60.. and 60.. (no seismic loading). Thirty percent dead load and 70 percent live load, controlling load combination.d +.6L Calculation of weighted average:.d +.6L =. (0.) +.6 (0.7) =.8 Values do not include edge distance or spacing reductions. ITW RED HEAD TRUBOLT+ and OVERHEAD TRUBOLT+ WEDGE ANCHOR DESIGN INFORMATION FOR INSTALLATION IN THE SOFFIT OF CONCRETE FILL ON METAL DECK FLOOR AND ROOF ASSEMBLIES TRUBOLT+ AND OVERHEAD TRUBOLT+ WEDGE ANCHOR DESIGN INFORMATION Nominal Anchor Diameter /8" /" /8" Upper /Lower Upper /Lower Lower Only Lower Only Lower Only h ef = -/8" h ef = " h ef = -/" h ef = -/" h ef = -/" Pullout strength, uncracked concrete over metal deck N p, deck, uncr lbf,70,,8,6 6,00 Pullout strength, cracked concrete over metal deck N p, deck, cr lbf,60,780,0,0,0 Reduction factor for pullout strength in tension, Condition B f 0.6 Shear strength, uncracked concrete over metal deck Vp, deck, uncr lbf,60,00,790,890 6,60 Reduction factor for steel strength in shear f Anchor embedment depth hnom in For SI: inch =. mm, lbf =. N Min. Typ. Nominal Anchor Diameter = /8 h nom = upper flute h nom = lower flute Sand-Lightweight or Normal Weight (Min. f c=,000 PSI) Nominal Anchor Diameter = /8 Min. Typ. h nom = - / or - / lower flute Sand-Lightweight or Normal Weight (Min. f c=,000 PSI) Min. - / Min. - / Max. Lower Flute Min. - / Max. Offset, Typ. Upper Flute Min. - / Min. Typ. Max. Offset, Typ. Min. 0.0 Thickness Metal Deck Max. Lower Flute Min. - / Upper Flute Min. - / Min. Typ. Max. Offset, Typ. Min. 0.0 Thickness Metal Deck Min. - / Min. Typ. Nominal Anchor Diameter = / h nom = - / upper flute h nom = - / or - / lower flute Sand-Lightweight or Normal Weight (Min. f c=,000 PSI) 0 IBC Compliant Max. Lower Flute Min. - / Max. Offset, Typ. Upper Flute Min. - / Min. Typ. Max. Offset, Typ. Min. 0.0 Thickness Metal Deck 09

9 APPENDIX C: Strength Design Performance values in accordance with 0 IBC ITW RED HEAD TRUBOLT+ WEDGE ANCHOR DESIGN INFORMATION TESTED TO ICC-ES AC 9 AND ACI., IN ACCORDANCE WITH 0 IBC TRUBOLT+ STAINLESS STEEL WEDGE ANCHOR DESIGN INFORMATION /" /8" Anchor category, or Minimum effective embedment depth h ef in -/ -/ -/ Minimum concrete member thickness h min in / Critical edge distance c ac in / 6 7-/ 6-/ Data for Steel Strengths Tension and Shear Minimum specified yield strength f y psi 6,000 6,000 Minimum specified ultimate strength futa psi 00,000 00,000 Effective tensile stress area (neck) A se in Effective tensile stress area (thread) A se in Steel strength in tension N sa lbf,900 8,00 Steel strength in shear, uncracked or cracked concrete 6 V sa lbf 7,6 0, Steel strength in shear seismic loads V eq lbf,80 8,0 Strength reduction factor f for tension, steel failure modes Strength reduction factor f for shear, steel failure modes Data for Breakout Pryout Strengths in Tension and Shear Effectiveness factor uncracked concrete k uncr Effectiveness factor cracked concrete k cr 7 7 Modification factor for cracked and uncracked concrete y c,n.0.0 Coefficient for pryout strength k cp Load-bearing length of anchor l e in Strength reduction factor f for tension, concrete failure modes, Condition B Strength reduction factor f for shear, concrete failure modes, Condition B Data for Pullout Strengths Pullout strength, uncracked concrete N p,uncr lbf See Footnote 6,0,0 8,900 Pullout strength, cracked concrete N p,cr lbf See Footnote See Footnote Pullout strength for seismic loads N eq lbf, See Footnote Footnote See Strength reduction factor f for tension, pullout failure modes, Condition B Additional Anchor Data Axial stiffness in service load range in uncracked concrete b uncr lbf/in 0,000 0,000 Axial stiffness in service load range in cracked concrete b cr lbf/in 0,000 0,000 For SI: inch =. mm, in = 6.6mm, lbf =. N, psi = MPa, lbf 0/in - 7,00 N/m. The / and /8 diameter Trubolt+ Wedge Anchors are ductile steel elements as defined by ACI 8 D.. All values of f apply to the load combinations of IBC Section 60., ACI 8 Section 9. or UBC Section 6.. If the load combinations of Appendix C or UBC Section 909. are used, the appropriate value of f must be determined in accordance with ACI 8 D... For installations where reinforcement that complies with ACI 8 Appendix D requirements for Condition A is present, the appropriate f factor must be determined in accordance with ACI 8 D... For all design cases Ψc,N =.0. The appropriate effectiveness factor for cracked concrete (kcr) or uncracked concrete (kuncr) must be used. Anchor pullout strength does not control anchor design. Determine steel and concrete capacity only. Steel strength in shear values are based on test results per ACI., Section 9. and must be used for design. TRUBOLT + WEDGE ANCHOR (INSTALLED) TRUBOLT + STAINLESS STEEL WEDGE INSTALLATION INFORMATION Parameter Notation Units / /8 Anchor outer diameter do inches Nominal carbide bit diameter dbit inches / /8 Effective embedment depth hef inches -/ -/ -/ Minimum anchor embedment depth hnom inches -/ -/ -/ -/ Minimum hole depth ho inches -/ -/ Minimum concrete member thickness hmin inches / Critical edge distance cac In / 6 7-/ 6-/ Minimum anchor spacing smin In. 6 -/ -/ 8 6 Minimum edge distance cmin In. 6 7-/ Minimum overall anchor length l inches -/ -/ -/ 6 Installation torque Tinst ft-lb 90 Minimum diameter of hole in fastened part dh inches /8 / For SI: inch =. mm, ft-lb =.6 N-m. 0

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