Submittal Information
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1 Wedge SPECIFIED FOR ANCHORAGE INTO CONCRETE Wedge anchs feature a stainless steel expansion clip, threaded stud body, nut and washer. Anch bodies are made of plated carbon steel, hot-dipped galvanized carbon steel, type 04 stainless steel type 6 stainless steel as identified in the drawings other notations. The exposed end of the anch is stamped to identify anch length. Stampings should be preserved during installation f any subsequent embedment verification. Use carbide tipped hammer drill bits made in accdance with ANSI B to install anchs. Anchs are tested to ACI 55. and ICC-ES AC9. Anchs are listed by the following agencies as required by the local building code: ICC-ES, UL, FM, City of Los Angeles, Califnia State Fire Marshal and Caltrans. See pages 4-4 f perfmance values in accdance to 006 IBC. APPROVALS/LISTINGS Submittal Infmation INSTALLATION STEPS. Select a carbide drill bit with a diameter equal to the anch diameter. Drill hole to any depth exceeding the desired embedment. See chart f minimum recommended embedment.. Clean hole continue drilling additional depth to accommodate drill fines.. Assemble washer and nut, leaving nut flush with end of anch to protect threads. Drive anch through material to be fastened until washer is flush to surface of material. 4. Expand anch by tightening nut -5 turns past the hand tight position, to the specified tque requirement. ** ONLY FOR USE IN CONCRETRE** ICC Evaluation Service, Inc. # ESR-5 Categy perfmance rating 006 IBC compliant Meets ACI 8 ductility requirements Tested in accdance with ACI 55. and ICC-ES AC9 F use in seismic zones A & B /4, /8 & / diameter anchs listed in ESR-5 Underwriters Labaties Facty Mutual City of Los Angeles - #RR748 Califnia State Fire Marshall Caltrans Meets exceeds U.S. Government G.S.A. Specification A-A-9A Type 4 (fmerlygsa: FF-S-5 Group II, Type 4, Class ) LENGTH INDICATION CODE * CODE LENGTH OF ANCHOR CODE LENGTH OF ANCHOR A -/ < (8. < 50.8) K 6-/ < 7 (65. < 77.8) B < -/ (50.8 < 6.5) L 7 < 7-/ (77.8 < 90.5) C -/ < (6.5 < 76.) M 7-/ < 8 (90.5 < 0.) D < -/ (76. < 88.9) N 8 < 8-/ (0. < 5.9) E -/ < 4 (88.9 < 0.6) O 8-/ < 9 (5.9 < 8.6) F 4 < 4-/ (0.6 < 4.) P 9 < 9-/ (8.6 < 4.) G 4-/ < 5 (4. < 7.0) Q 9-/ < 0 (4. < 54.0) H 5 < 5-/ (7.0 < 9.7) R 0 < (54.0 < 79.4) I 5-/ < 6 (9.7 < 5.4) S < (79.4 < 04.8) J 6 < 6-/ (5.4 < 65.) T < (04.8 < 0.) * Located on top of anch f easy inspection
2 Submittal Infmation Wedge Anchs ANCHOR INSTALLATION EMBEDMENT ANCHOR f c = 000 PSI (.8 MPa) f c = 4000 PSI (7.6 MPa) f c = 6000 PSI (4.4 MPa) DIA. TORQUE DEPTH TYPE TENSION SHEAR TENSION SHEAR TENSION SHEAR In. (mm) Ft. Lbs. (Nm) In. (mm) Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) /4 (6.4) 4 (5.4) -/8 (8.6),80 (5.),400 (6.),780 (7.9),400 (6.),900 (8.5),400 (6.) -5/6 (49.),00 (9.),680 (7.5),00 (4.7),680 (7.5),00 (4.7),680 (7.5) -/8 (54.0),60 (0.),680 (7.5),00 (4.7),680 (7.5),00 (4.7),680 (7.5) /8 (9.5) 5 (.9) -/ (8.),680 (7.5),0 (0.),40 (0.0),60 (.7),840 (.6),60 (4.) (76.),480 (5.5) 4,000 (7.8) 5,940 (6.4) 4,40 (8.4) 6,0 (7.) 4,500 (0.0) 4 (0.6) 4,800 (.4) 4,000 (7.8) 5,940 (6.4) 4,40 (8.4) 6,0 (7.) 4,500 (0.0) / (.7) 55 (74.6) -/4 (57.) 4,660 (0.7) 4,760 (.) 5,00 (.7) 4,760 (.) 7,040 (.) 7,040 (.) 4-/8 (04.8) WS-Carbon 4,660 (0.7) 7,40 (.) 9,640 (4.9) 7,40 (.) 0,80 (48.) 8,60 (6.) 6 (5.4) WS-G 5,40 (.8) 7,40 (.) 9,640 (4.9) 7,40 (.) 0,80 (48.) 8,60 (6.) (5.9) 90 (.0) -/4 (69.9) 6,580 (9.) 7,0 (.7) 7,80 (.9) 7,0 (.7) 9,70 (4.) 9,66 (4.8 5-/8 (0.) 6,580 (9.) 9,600 (4.7) 4,90 (66.4),900 (5.9) 6,80 (7.9),50 (55.7) 7-/ (90.5) 7,060 (.4) 9,600 (4.7) 5,00 (66.8),900 (5.9) 6,80 (7.9),50 (55.7) WW-04 S.S. /4 (9.) 0 (49.) -/4 (8.6) 7,0 (.7) 0,0 (45.0) 0,840 (48.),70 (6.0),00 (59.) 5,980 (7.) 6- (68.) SWW-6 S.S. 0,980 (48.8) 0,0 (90.4) 7,700 (78.7),740 (05.6) 0,60 (90.),740 (05.6) 0 (54.0) 0,980 (48.8) 0,0 (90.4) 7,880 (79.5),740 (05.6),580 (04.9),740 (05.6) 7/8 (.) 50 (9.0) -/4 (95.) 9,50 (4.),60 (58.5) 4,740 (65.6) 6,580 (7.8) 7,40 (77.5) 9,60 (85.) 6-/4 (58.8) 4,660 (65.) 0,880 (9.9) 0,940 (9.) 8,800 (8.) 4,60 (08.4) 8,800 (8.) 8 (0.) 4,660 (65.) 0,880 (9.9) 0,940 (9.) 8,800 (8.) 4,60 (08.4) 8,800 (8.) (5.4) 00 (406.7) 4-/ (4.),940 (6.0) 6,080 (7.5) 0,80 (89.8),80 (0.5),80 (94.) 4,480 (08.9) 7-/8 (87.) 4,600 (64.9) 8,680 (7.6),980 (06.7) 7,940 (68.8),60 (48.0) 8,080 (69.4) 9-/ (4.) 8,700 (8.) 8,680 (7.6) 6,540 (8.) 7,940 (68.8),60 (48.0) 8,080 (69.4) * Allowable values are based upon a 4 to safety fact. Divide by 4 f allowable load values. * F Tie-Wire Wedge Anch, TW-400, use tension data from /4 diameter with -/8 embedment. * F continuous extreme low temperature applications, use stainless steel. Ultimate Tension and Shear Values (Lbs/kN) in Concrete* Wedge Anchs Ultimate Tension and Shear Values (Lbs/kN) in Lightweight Concrete* ANCHOR INSTALLATION EMBEDMENT ANCHOR LIGHTWEIGHT CONCRETE LOWER FLUTE OF STEEL DECK WITH DIA. TORQUE DEPTH TYPE f c = 000 PSI (0.7 MPa) LIGHTWEIGHT CONCRETE FILL In. (mm) Ft. Lbs. (Nm) In. (mm) f c = 000 PSI (0.7 MPa) TENSION SHEAR TENSION SHEAR Lbs. (kn) Lbs. (kn) Lbs. (kn) Lbs. (kn) /8 (9.5) 5 (.9) -/ (8.),75 (5.),480 (6.6),900 (8.5),60 (4.) (76.) WS-Carbon,85 (.6),440 (0.9),840 (.6) 4,000 (7.8) / (.7) 55 (74.6) -/4 (57.) WS-G,95 (.0),855 (.7),400 (5.) 5,80 (.9) (76.),470 (5.4),450 (5.) 4,480 (9.9) 6,60 (9.4) 4 (0.6) 4,90 (9.),450 (5.) 4,800 (.4) 6,440 (8.6) (5.9) 90 (.0) (76.) WW-04 S.S. 4,75 (9.5) 4,60 (9.4) 4,70 (.0) 5,500 (4.5) 5 (7.0) 6,50 (8.) 6,5 (8.) 6,580 (9.) 9,40 (40.7) /4 (9.) 0 (49.) -/4 (8.6) SWW-6 S.S. 5,90 (4.0) 7,50 (.8) 5,840 (6.0) 8,880 (9.5) 5-/4 (.4) 7,95 (.5) 0,750 (47.8) 7,040 (.) N/A * Allowable values are based upon a 4 to safety fact. Divide by 4 f allowable load values
3 Submittal Infmation Wedge Anchs Recommended Edge and Spacing Distance Requirements f Shear Loads* ANCHOR EMBEDMENT ANCHOR EDGE DISTANCE MIN. EDGE MIN. EDGE DISTANCE SPACING MIN. ALLOWABLE DIA. DEPTH TYPE REQUIRED TO DISTANCE AT WHICH AT WHICH THE REQUIRED TO SPACING BETWEEN In. (mm) In. (mm) OBTAIN MAX. THE LOAD FACTOR LOAD FACTOR OBTAIN MAX. ANCHORS In. (mm) WORKING LOAD APPLIED =.60 APPLIED =.0 WORKING LOAD LOAD FACTOR In. (mm) In. (mm) In. (mm) In. (mm) APPLIED =.40 /4 (6.4) -/8 (8.6) (50.8) -5/6 (.) N/A -5/6 (00.0) (50.8) -5/6 (49.) -5/6 (49.) (5.4) N/A -7/8 (98.4) -5/6 (49.) /8 (9.5) -/ (8.) - (66.7) -/4 (44.5) N/A 5-/4 (.4) - (66.7) (76.) WS-Carbon -/4 (95.) (76.) -/ (8.) 6 (5.4) (76.) / (.7) -/4 (57.) -5/6 (00.0) -9/6 (65.) N/A 7-7/8 (00.0) -5/6 (00.0) 4-/8 (04.8) WS-G 5-/6 (.8) -/8 (79.4) -9/6 (9.7) 6-/6 (57.) -/8 (79.4) (5.9) -/4 (69.9) 4-/6 (.) -/8 (79.4) N/A 9- (44.5) 4-/6 (.) 5-/8 (0.) 6-7/6 (6.5) -7/8 (98.4) -5/6 (49.) 7-/6 (95.) -7/8 (98.4) /4 (9.) -/4 (8.6) 5-/6 (44.5) -/4 (95.) N/A -/8 (88.9) 5-/6 (44.5) 6- (68.) WW-04 S.S. 6-5/6 (60.) 5 (7.0) -/ (6.5) 9-5/6 (5.4) 5 (7.0) 7/8 (.) -/4 (95.) 6-9/6 (66.7) 4-5/6 (09.5) N/A -/8 (.4) 6-9/6 (66.7) 6-/4 (58.8) SWW-6 S.S. 8-/ (5.9) 6-/4 (58.8) -/8 (79.4) -/ (7.5) 6-/4 (58.8) (5.4) 4-/4 (08.0) 7-7/8 (00.0) 5-/8 (0.) N/A 5-/4 (400.) 7-7/8 (00.0) 7-/8 (87.) 0-/6 (55.6) 7-/8 (87.) -/6 (9.7) 4-/4 (74.7) 7-/8 (87.) * Spacing and edge distances shall be divided by 0.75 when anchs are placed in structural lightweight concrete. Linear interpolation may be used f intermediate spacing and edge distances. Wedge Anchs Recommended Edge and Spacing Distance Requirements f Tension Loads* ANCHOR EMBEDMENT ANCHOR EDGE DISTANCE MIN. ALLOWABLE SPACING REQUIRED MIN. ALLOWABLE DIA. DEPTH TYPE REQUIRED TO EDGE DISTANCE AT TO OBTAIN MAX. SPACING AT WHICH In. (mm) In. (mm) OBTAIN MAX. WHICH THE LOAD WORKING LOAD THE LOAD FACTOR WORKING LOAD FACTOR APPLIED =.65 In. (mm) APPLIED =.70 In. (mm) In. (mm) In. (mm) /4 (6.4) -/8 (8.6) (50.8) (5.4) -5/6 (00.0) (50.8) -5/6 (49.) -5/6 (49.) (5.4) -7/8 (98.4) -5/6 (49.) -/8 (54.0) - (4.) /6 (0.6) -/6 (8.0) - (4.) /8 (9.5) -/ (8.) - (66.7) -5/6 (.) 5-/4 (.4) - (66.7) (76.) (76.) -/ (8.) 6 (5.4) (76.) 4 (0.6) (76.) -/ (8.) 6 (5.4) (76.) / (.7) -/4 (57.) WS-Carbon -5/6 (00.0) (50.8) 7-7/8 (00.0) -5/6 (00.0) 4-/8 (04.8) WS-G -/8 (79.4) -9/6 (9.7) 6-/6 (57.) -/8 (79.4) 6 (5.4) 4-/ (4.) -/4 (57.) 9 (8.6) 4-/ (4.) (5.9) -/4 (69.9) 4-/6 (.) -7/6 (6.9) 9- (44.5) 4-/6 (.) 5-/8 (0.) -7/8 (98.4) -5/6 (49.) 7-/6 (95.) -7/8 (98.4) 7-/ (90.5) 5- (4.9) -/6 (7.4) -/4 (85.8) 5- (4.9) /4 (9.) -/4 (8.6) WW-04 S.S. 5-/6 (44.5) -7/8 (7.0) -/8 (88.9) 5-/6 (44.5) 6- (68.) 5 (7.0) -/ (6.5) 9-5/6 (5.4) 5 (7.0) 0 (54.0) SWW-6 S.S. 7-/ (90.5) -/4 (95.) 5 (8.0) 7-/ (90.5) 7/8 (.) -/4 (95.) 6-9/6 (66.7) -5/6 (84.) -/8 (.4) 6-9/6 (66.7) 6-/4 (58.8) 6-/4 (58.8) -/8 (79.4) -/ (7.5) 6-/4 (58.8) 8 (0.) 6 (5.4) (76.) (04.8) 6 (5.4) (5.4) 4-/ (4.) 7-7/8 (00.0) -5/6 (00.0) 5-/4 (400.) 7-7/8 (00.0) 7-/8 (87.) 7-/8 (87.) -/6 (9.7) 4-/4 (74.7) 7-/8 (87.) 9-/ (4.) 7-/8 (8.0) -9/6 (90.5) 4-/4 (6.0) 7-/8 (8.0) * Spacing and edge distances shall be divided by 0.75 when anchs are placed in structural lightweight concrete. Linear interpolation may be used f intermediate spacing and edge distances. Combined Tension and Shear Loading f Anchs Allowable loads f anchs subjected to combined shear and tension fces are determined by the following equation: (Ps /Pt) 5/ + (Vs /Vt ) 5/ Ps = Applied tension load Vs = Applied shear load Pt = Allowable tension load Vt = Allowable shear load
4 Strength Design Perfmance values in accdance to 006 IBC ITW RED HEAD TRUBOLT WEDGE ANCHOR DESIGN INFORMATION TESTED TO ICC-ES AC9 AND ACI 55., IN ACCORDANCE WITH 006 IBC TRUBOLT WEDGE ANCHOR DESIGN INFORMATION,, DESIGN INFORMATION Symbol Units Nominal Anch Diameter /4 /8 / /4 Anch O.D. d o in embedment h ef in -/ -/4 - -7/8 -/8 -/ 4 -/ 4-/4 Minimum member thickness h min in Critical edge distance c ac in /4 -/4 6-/ Minimum edge distance c min in -/4 -/ -/4 -/4 -/4 4-/4 -/4 -/4 -/ Minimum anch spacing s min in -/4 -/ -/4 -/4 -/4 4-/4 -/4 -/4 -/ Min. Specified Yield Strength f y lb/in 55,000 Min. Specified Ultimate Strength futa lb/in 75,000 tensile stress area A se in Steel strength in tension Ns lb,85 5,85 0,645 6,950 5,050 Steel strength in shear Vs lb,40,975,490 4,450 6,85 6,045 0,70 0,990 5,00 Pullout strength, uncracked concrete N p,uncr lb,9,706,98,469,400 4,68 4,55 6,68 8,0 0,56 Anch Categy (All anchs are ductile) ness fact k uncr uncracked concrete 4 Axial stiffness in service load range b lb/in 4,65 9,85 7,55 6,44,48 6,6 4,899,749 4,576 8,697 Coefficient f variation f axial stiffness in service load range Strength reduction fact f f tension, steel failure modes 0.75 Strength reduction fact f f shear, steel failure modes 0.65 Strength reduction fact f f tension, concrete failure modes, Condition B 0.65 Strength reduction fact f f shear, concrete failure modes, Condition B Anch Design Strengths must be determined in accdance with ACI 8-05 Appendix D and this table The + Wedge Anch is a ductile steel element as defined by ACI 8 D. /4", /8", & /" diameter data is listed in ICC-ES ESR-5. TRUBOLT WEDGE ANCHOR (INSTALLED) TRUBOLT WEDGE INSTALLATION INFORMATION Symbol Units Nominal Anch Diameter (in.) /4 /8 / /4 Anch outer diameter do in Nominal carbide bit diameter dbit in /4 /8 / /4 embedment depth hef in -/ -/4 - -7/8 -/8 -/ 4 -/ 4-/4 Min hole depth ho in -/ -/ -/8 -/4 4-/4 -/4 5-/4 4-/4 6 Min slab thickness hmin in Installation tque Tinst ft-lb Min hole diameter in fixture dh in 5/6 7/6 9/6 /6 /
5 Strength Design Perfmance values in accdance to 006 IBC TRUBOLT WEDGE PULLOUT STRENGTH (Np, unc) (POUNDS) Nominal Anch Diameter (in.) /4 /8 / /4 Concrete Compressive Strength Embedment Depth (in.) f c =,500 psi f c =,000 psi f c = 4,000 psi f c = 6,500 psi -/,9,55,60,8,706,869,947,5 -/4,98,408,6,5 -,469,800,96 4,75-7/8,400,69,7 4,50 -/8 4,68 4,50 4,50 4,50 -/ 4,55 4,55 4,76 5, ,68 6,900 7,968 0,57 -/ 8,0 8, 9,60,5 4-/4 0,56 0,56 0,56,5 F SI: inch = 5.4 mm, lbf = 4.45 N, psi = Mpa Values are f single anchs with no edge distance spacing reduction. TRUBOLT WEDGE ANCHOR ALLOWABLE STATIC TENSION (ASD), NORMAL-WEIGHT UNCRACKED CONCRETE -6 Nominal Anch Concrete Compressive Strength Diameter (in.) Embedment Depth (in.) f c =,500 psi f c =,000 psi f c = 4,000 psi f c = 6,500 psi /4 /8 / /4 -/ /4 965,058,5,85 -,54,669,79,878-7/8,054,55,9,985 -/8,8,985,985,985 -/,85,85,9,450 4,95,00,499 4,46 -/,57,655 4, 5,8 4-/4 4,68 4,68 4,68 5,8 F SI: inch = 5.4 mm, lbf = 4.45 N, psi = Mpa Design Assumptions: Single anch with static tension load only. Concrete determined to remain uncracked f the life of the anchage. Load combinations from 006 IBC, Sections and (no seismic loading). 4 Thirty percent dead load and 70 percent live load, controlling load combination.d +.6L 5 Calculation of weighted average:.d +.6L =. (0.) +.6 (0.7) =.48 6 Values do not include edge distance spacing reductions. TRUBOLT WEDGE ANCHOR ALLOWABLE STATIC SHEAR (ASD), STEEL (POUNDS) -5 Nominal Anch Diameter (in.) Embedment Depth (in.) Allowable Steel Capacity, Static Shear /4 /8 / /4 -/ 68 -/4,07 -,5-7/8,954 -/8,804 -/, ,467 -/ 4,87 4-/4 6,60 F SI: inch = 5.4 mm, lbf = 4.45 N, psi = Mpa Design Assumptions: Single anch with static shear load only. Load combinations from 006 IBC, Sections and (no seismic loading). Thirty percent dead load and 70 percent live load, controlling load combination.d +.6L 4 Calculation of weighted average:.d +.6L =. (0.) +.6 (0.7) =.48 5 Values do not include edge distance spacing reductions. 006 IBC Compliant
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