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HomeMy WebLinkAboutProducts Review; Anchoring Adhesive,aITP `ftjcoY . page 43 u ��� ��77'f..>���,,' ��,�j?;� fit; jj,��1 L�� gjr��,.s{`���t��a �t COY HhIitw.t,I�': a s aad `a,2%�(�.i�'tJ ee `'--co 17� �t �on's Design and use with confidence with Epcon C6+featuring 35% greater bond strength than the closest com- petition in 70° cracked concrete, and better performance in dry, saturated and water filled conditions. N f Higher average bond strength than competition rN Safe & durable to use at job sites (cartridges vs. in cracked concrete sausage packs) BY Excellent performance in diamond cored and w Simplifies specification process by providing a oversized holes. comprehensive list of 3rd-party approvals Better performance in dry, saturated, and water- i`51 24-month shelf life. filled conditions. t3;" r H� ? BASE MATERIAL (F°/C°) WORKING TIME' FULL CURE TIME 104°/ 40° 3 minutes 3 hours 95°/ 35° 4 minutes 4 hours 86°/ 30° 6 minutes 5 hours 77°/ 25° 8 minutes 6 hours 72°/ 22° 11 minutes 7 hours 59°/ 15° 15 minutes 8 hours 50°/ 10° 20 minutes 12 hours 40°/ 4.40 20 minutes 24 hours 1 For concrete temperatures between 40-50°F. Adhesive must be maintained at a minimum of 50°F during installation. z Working time is max time from the end of mixing to when the insertion of the threaded rod or rebar into the adhesive shall be completed. I,iI�;S�T�AMTJ,O SIT(E:P - -- - i 4! PSI: 50 min/100 max. =�:fl', �a �•�a, oa o ao;"ode,.=io;tc PSI:50 min/100 max. �F1r4 .V oo-a;'a � �flova: tio, .. ..aL�z. '�ogetr.L�?geaaG Vater saturated concrete and water -filled hole applications require 4x's air, Vs brushing, and Vs air gTwftA I`' Call our toll free number b06-848-5611 or visit our web site forihe most current product and technical information at www.itwredhead.com Pco- "" sdedid..'n Guide r • 1 D D O O 1 ypy�yq pll tl6J P� �'(p �a p /g(. tS1�0 i��16a� Nozzles it; i ICC-ES ESR Report No. 3577, approved for Cracked, E1o2-v21iispgnser SSSHunle ' Uncracked, and all Seismic Zones {A-F} C6+NOVI Florida Building Code 57svozde !� IBC 2003/2006/2009/2012 E2o2PneumaticDisge05ei # . 575EK(14ozzle U IRC 2003/2006/2009/2012 NSF/ANSI61 _..._:...._.;_:.. _ _.._. ... For the most current approvals/listings visit: A700Dlsperuer :s - C6+70az." A24514=le www.itw-redhead.com .•: r *nozzle included in purchase &RrIpficir EpconC6+208.0zcarhldge C6P-20 EpconC6+20fl.ozartddge 6 ipconC6+100.DzaCidge Epion C5i 1'Util airz¢adge, C6p1D _<. Installst4illi'10az.dlspensin9,��; 6 ,�,-c_°_.' �.. Mixing Nozzle 224S Mixing Node for UP-10 24 MlxtpgNazzie 555 MxingilodefottfiP,20 i' 24 High Flow Mixing Nozzle S75 High Flowtiozzlefor 05P-20 (for 24 5/8" diameter hole orlarger) MbdngNozzleExte5,n 575D(1 Noun t6stdn forS75 High ^• . 24 ADwNoifle, _ I Dlspensing6un-10oz A100 Manual Dispenser for C6P-10 1 Rlspaostogtion-20oz. IE1D2-V2 Ma61DLryetrserforC6P-20 1 Pneumatic Dispensing Gun -20oz. E202 Pneumatic Dispenser for C6P-20 1 " - Pistool plugs fordcepembedment Installations greater than, IV PL 583.4 , PlsthriPNgiarSre"and#". ."I dlemeteranchors', i . Y ^,10 • PL7810 Piston Plug for 7/8"and l" dlameteranchors 10 PL-150 PislonPlug for 1-ti4"diameter anchors 10 3/8"Diameter Brush SB038 318" No.3 7/16" 5/8" 4-718" 4 1/2° Diameter Brush . SBO12 1/2' No. 4 9/16" 314" 4-718" 4 .:- 5/8" Diameter Brush SB058 5/8" No.5 3/4" 1" 4-7/8" 4 314", DfaOteter6rllfif? S8034 3/4" No.6 7/8" 1,1/4" 4-7/8° 4' . . 7/8" Diameter Brush SB078 7/8" No.7 1" 1-1/2" 5-1/8" 4 Q1a e3ef:Brush, i' S}301:0 1° I :<P1aJ ]-1/8" 1-51B" 5-14' 4 . 1-1/4"Diameter Brush SB125 1-1/4" No.10 1-318"' 1-3/4" 5-1/4" 4 8ttssl;FxereslaD ' ESAS-38 NllrebNstnusfib(s,�?ensiopV�itliSgS+adaptur 1.,... Brush Extension EHAN-38 Wire brush 12" usable extension with T-Handle 1 `;. 31$°. Diameter Hole pID9',:. • . E038 r; :' :.. '..: ..• . 7/lE" ... .-5: 1/2" Diameter Hale Plug E012 9/16" 25 "•.f7larn .r;1i 10Plug. ED% 3/4" 3/4" Diameter Hole Plug E034 7/8" 20 !S°> f'metglk 1" 10 1 " Diameter Hole Plug E010 1-1/8" 10 SBO38. 3/8" Diameter Brush E68-3%8"Dlameter Hole Plug i z o D 1 D Call ourtoliheenumbar 80448-5611 orvisd our websitefor the most current product and technical Information at vnvw Itwredhead.mm ii° O u�!_L� `J�Li�l�--."�'li1A riiY dTuLr tls�iif f �u1. �41 u C'`�t}v(+n', 7J�' '�S✓il•�r> t?hL�,1 tSLrri is3ii' 1I o ¢'j' , tT� 713 iT,?Jf 0GFudll�i G ?t� lt> A�LI'llFt�stl e n SUfpd DRILL EMBEDMENT DEPTH ININCHES (mm) REBAR HOLE DIA. INCHES 1 (25.4) 2 (50.8) 3 (76.2) 4 (101.6) 5 (127.0) 6 (152.4) 7 (177.8) 8 (203.2) 9 (228.6) 10 (254.0) 11 (279.4) 12 (304.8) 13 (330.2) 14 (355.6) 15 (381.0) # 3 1/16 310.8 155A 103.6 77.7 62.2 51.8 444 38.8 34.5 31.1 28.3 16.1 25.9 16.6 239 153 22.2 14.2 20.7 # 4 # 5 5/8 3/4 198.9 138.1 99.5 69.1 66.3 46.0 49.7 34.5 39.8 27.6 33.2 23.0 28.4 19.7 24.9 113 22.1 153 19.9 13.8 126 115 10.6 9133 9.9 9.2 # 6 7/8 1013 50.7 33.8 25.4 203 16.9 14.5 127 11.3 10.1 6.1 9.2 5.6 8.5 5.1 7.8 4.7 7.2 4.4 6.8 4.1 # 7 # 8 1-1/8 1-1/8 61.4 49.7 30.7 24.9 20S 16.6 55.3 12.4 12.3 9.9 10.2 83 8.8 7.1 7.7 6.2 6.8 55 5.0 45 4.1 3.8 3.6 33 33 #9 1-3/8 41.1 205 1 13.7 103 81 6.8 5.9 5.1 4.6 4.1 3.5 3.7 3.1 3A 29 3.2 2.7 29 2.5 2.7 2.3 41 1-112 435 - 77.3 11.5 8.6 63 6.9 5.1 5.8 4.2 4.9 3.6 4.3 3.2 3.8 2.8 25 23 2.1 2.0 1.8 1.7 # 1' 1-3/4 25.4 12.7 &5 -'--.....,:,.h,..,�dr6e. n..a."a.dthpthmadodm&Thpseestimatesdo not account forwaste. "The number of anchoring Installations Is based upon calculations of hole volumes using ANSI tolerance carbide upped armmu,m❑ ewrdnallaen d.­ ' Oversized holes acceptable but volume ofadhesive will increase. ° p 0 , , e '-faffinail -r ii f Anc!�%9i� j Liu f)) o y>�t�s�a[(fCk1 ��t7�C?�r It �i ftL'er t�(��' Cc'(Pip'c �`je yy _l(�i1 � OLD" � 'J ErS fV1 1 u£ru l`:l�e' Cr3�vnesive- RL711 a7t�:f��1 Co'r�'liE rcetGe EMBEDMENT DEPTHININCHES (mm) ROD In.(mm) DRILL HOLE DIA. INCHES 1 (25.4) 2 (50.8) 3 (76.2) 4 (101.6) 5 (127.0) 6 (152.4) 7 (177.8) 8 (203.2) 9 (228.6) 10 (254.0) 11 (279.4) 12 (304.8) 13 (330.2) 14 (355.6) 15 (381.0) 1/4 (6.4) 3/8 (93) 5116 7/16 795.6 405.9 397.8 203.0 26S.2 135.3 19&9 101.5 159.1 81.2 132.6 67.7 113.7 58.0 995 50.7 88A 45.1 79.6 40.6 72.3 36.9 663 33.8 61.2 311 56.8 29.0 53.0 27.1 12 (127) 9/16 245.6 122.8 81.9 61.4 49.1 77.6 40.9 230 35.1 19.7 30.7 173 273 153 24.6 13.8 223 12.6 205 11.5 1&9 10.6 175 9.9 163 9.2 5/8 (1S.9) 3/4 (79.1) 3/4 7/8 13&1 1015 69.1 50.7 46.0 33.8 44.5 25.4 20.3 16.9 14.5 12.7 11.3 17.1 9.2 SS 71 7/8 (22.2) 1 77.7 38.8 2S.9 99.4 153 1SS 123 12.9 10.2 11.1 8.8 4.7 7.7 8.6 6.8 7.8 6.1 7.7 5.6 65 5.1 6.8 6.0 4.7 55 4.4 51 5.2 4.1 1 (25.4) 1-1/4 (31.8) i-1/8 7-3/8 61.4 41.1 30.7 205 205 13,7 10.3 81 6.8 5.9 5.1 4.6 4.1 3.7 __•.�_.L._.a.a._a. 3.4 3.2 n,,.e e.ri...»•. 29 d�nnr arm.nt 23 fnrwa.t" "The number of anchoring Installations Is based upon calculations of hale volumes using ANSI tolerance carbide tipped ann bits, the nommai areas or me reuuurung d­ drry .o=>. _» "Oversized holes acceptable butvdlume ofadhesive will Increase. ° 9 ;�l v� 'fi7 f�U rP ✓ v l$C' i v ' iff in, so'✓�'=-'�`Ut�r�'$ail s [r`�'enr cC�7(t rey"IdgeO ° o , . v 6a� 13 � 3'€� t ' c �`" kh. C6,+ fi-al ea l99e 9,:7'� soff''- C�'6`�c&Sr to EMBEDMENT DEPTH ININCHES (mm) REBAR DRILL HOLE DIA. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 INCHES (25.4) (50.8) (76.2) (101.6) (127.0) (152.4) (177.8) (203.2) (228.6) (254.0) (279.4) (304.8) (330.2) (355.6) (381.0) 93 7/16 129.5 641 43.2 32.4 25.9 21.6 185 16.2 14.4 12.9 71.8 75 10.8 6.9 10.0 6.4 9.2&6 5.9 55 # 4 5/8 344 82.9 56.7 41.4 88.8 77.6 19.2 20.7 14.4 16.6 11.5 13.8 9.6 11.8 8.2 10.4 7.2 9.2 6.4 83 5.8 51 4.8 4.4 4.1 3.8 #5 # 6 7/8 423 21.1 14.1 10.6 8.5 7.0 6.0 5.3 4.7 41 3.8 23 3.5 2.1 33 2.0 3.0 1.8 28 1.7 #7 # 8 1-1/8 1-1l8 25.6 20.7 22.8 00.4 8.5 6.9 6.4 5.2 5.1 4.1 4.3 35 3.7 3.0 3.2 2.6 2.8 23 26 21 1.9 1.7 1.6 15 1.4 # 9 7-3/8 77.1 8.6 5.7 43 3.4 29 2.4 2.1 1.9 1.7 1.4 1.6 1.3 1.4 1.2 13 1.1 1.2 1.0 1.1 1.0 # 10 # 11 1-1/2 1-3/4 14.4 10.6 71 53 4.8 3.5 3.6 26 2.9 2.1 2.4 1.8 2.1 15 1.8 1.3 1.6 1.2 1.7 1.0 0.9 0.8 0.11 0.7 i_,....,.A,..,..d ihn.r.n.. ,.•>. "frhpthradpdmds Thesepatimategdonotaccountforwaste. "The number of anchoring Installations Is based upon calculations of hale volumes using ANSI tolerance carbide Upped drill bits, the nominal areas of the "Oversized holes acceptable but volume of adhesive will Increase. ° / s 0 , • , _ �, vt76 f � htweadled t�thod '4 A119� CFI' AccUbeny'�ly in 150fi'.�- Cofi eTC-An EMBEDMENT DEPTH IN INCHES (min) DRILL ROD HOLE DIA. INCHES 1 (25.4) 2 (50.8) (76.2)(152.4) 3P12.41 6 7 (177.8) (203.2) 8P36.8 LP330.1r__�31.11 11 (279.4) 12 (304.8) 13 (330.2) 14 (355.6) 15 (381.0) S116 331.S 165.7 110555.2 47A 41.4 27.6 25.5 73.7 221 3/8 (9.5) 7/16 169.1 84.6 27.6 423 33.8 28.2 24.2 21.1 18.8 16.9 15.4 14.1 13.0 12.1 11.3 1/2 (127) 9/16 102.3 51.2 19.2 25.6 205 17.1 14.6 12.8 11.4 10.2 93 85 7.9 73 6.8 S18 (15.9) 3/4 S7.6 28.8 14.1 14.4 115 9.6 &2 7.2 6A 5.8 5.2 4.8 4A 4.1 3.8 3/4 (19.1) 7/8 423 21.1 8.5 10.6 8.5 7.0 6.0 5.3 4.7 41 3.8 35 3.3 3.0 2.8 718 (22.2) 1 32.4 16.2 6.9 8.1 6.5 5.4 4.6 4.0 3.6 31 2.9 27 25 23 2.2 1 (25.4) 1-1/8 15.6 12.8 5.7 6.4 5.1 4.3 3.7 3.2 2.8 2.6 23 2.1 2.0 1.8 1.7 4 (31.8) 1-3/8 17.1 8.6 4.8 43 34 29 24c .rrh• Zlr•.'rn^haRaridrhestressarasoftheth2aded rods. These estimates don taccount for waste. 11 "The numberofanchoringinstallations6based Upon alculationsmnolevIUMeSMing ANAluierdutem�mu=uyp= ��_��������_ •••^^^^•-•-.•,__.._.._...______.____.____ -, "Oversized holes acceptable but volume of adhesive will increase HHE A• Call our tollfree number 888$48-S611 orvisdour web site for the most a mrrentproduct and technical Information at vrww thvredhead.rdm 1. Disposable, self-contained cartridge system capable of dispensing both epoxy components in the proper mixing ratio 2. Epoxy components dispensed through a static mix- ing nozzle that thoroughly mixes the material, and places the epoxy at the base of the pre -drilled hole PON ADN SIif High Strength EPDXY ADHESIVE: 1. Two component resin and hardener, non -sag paste, insensitive to moisture, grey in color, suitable for extreme temperature ranges, for all conditions or substrate materials. 2. Meets NSF Standard 61, certified for use in conjunction with drinking water systems. 3. Works in wet, damp, and submerged hole. 4. Extended Shelf life: Best if used within 2 years. 3. Cartridge markings: Include manufacturers name, S. Oversized and/or diamond cored holes permitted. batch number and best -used -by date, mix ratio by volume, ANSI hazard classification, and appropriate ANSI handling precautions Design Information Symbol Units Nominal Threaded Rod Diameter 3/8° 1/2" 5 8° 3 4° 7/8' 1" 1 1/4' Minimum Effective Installation Depth hefmin in 1-518° 2" 2-1/2' 3-12" 4 4 5 min 60 70 79 89 102 102 127 Maximum Effective Installation Depth hefmax in 7-1/2 10 12-12 15 17-12 20 25 min 191 254 318 381 445 508 635 Characteristic Bond Strength In Uncracked Concrete Tkuncr 1,350 N/Imm' 9.3 E Characteristic Bond Strength in Cracked Concrete Tkcr psi 1,150 1,090 1,025 965 900 840 715 N/mm' 7.9 7.5 7.1 5.1 4.7 1 4.4 1 3.8 ., e � Characteristic Bond Strength In Uncracked Concrete Tkuncr psi 1,030 N/m0 7.1 E A Characteristic Bond Strength in Cracked Concrete Tkcr psi 875 830 780 735 685 640 545 N1ni 6.1 5.7 5.4 5.1 4.1 1 4.4 3.8 y Characteristic Bond Strength in Uncracked Concrete Tk,unU psi 725 Wmm' 5.0 E A Characteristic Bond Strength in Cracked Concrete Tk11 psi 620 620 620 620 620 620 620 N/mm2 43 43 4.3 43 1 43 1 43 1 4.3 w = - Dry Concrete ©d = o _ 0.65 Water-saturatedConcrete 0n's 035 0.65 Water -filled Hole 0wf 0.65 Submerged Concrete 4hub 0.65 0.55 = E '- Dry Concrete 0d t o �+ - 0.65 Water -saturated Concrete om 0.65 Water -filled Hale mwf . 0.65 Submerged Concrete 0sub 0.65 For SI:1 Inch=25.4 mm,1 In.'= 645.16 mm',1 lb = 0.004448 kN Bond strength values correspond to concrete compressive strength fc=2,500 psi. Bond strength values must not be Increased for Increased concrete compressive strength. ' Temperature Range A= Maximum Long Term Temperature. 1101(43°Q; Maximum Short Term Temperature.130°F (55°Q ' Temperature Range B= Maximum Long Term Temperature: 1107(43°Q;Maximum Short Term Temperature.162°F (72°Q ' Temperature Range C= Maximum Long Term Temperature: 110°F (43°Q; Maximum Short Term Tempeature.176°F (80°Q%hort-term elevated concrete temperatures are those that occur over brief intervals, e.g., as a result of diumal cycling. Long -tens concrete temperatures are roughly constant over significant periods of time. ' The tabulated value ofCappllesvhenthe load combinations ofMon 1605.2of the IBC, or ACI 318 Section 9.2 are used In accordance vAth Act 318 D.4.3. Hthe load combinations of ACI 318 Appendix Care used, the appropriate value of 0 must be determined in accordance with ACI318 D.4.4. Forsustalned loads, bond strengths must be mult1pRed by 0.73. ' see ICC-ES ESR 3577 for further design information In accordance with ACI 318 anal'Stre gth Drnsggn Informar en Fos. Freactionod R."Who ardr. . 1,7 Design Information Symbol Units Nominal Threaded Bar Diameter 11.3 No.4 No.S No.6 No.7 No.8 No. 10 Minimum Effective Installation Depth helmin In 1-5/8° 2° 2-12" 3-12" 4EN min 60 70 79 89 102 Maximum Effective Installation Depth hefmax In 7-12 10 12-12 15 17-1 min 791 254 318 381 445 g� Characteristic BondStrength in Uncracked Concrete Tkuncr psi 1350 Nlmm' 9.3 E `- Characteristic Bond Strength in Cracked Concrete Tka psi 1,150 1,090 1,025 965 90D t140 715 N/mm' 7.4 1 75 7.1 5.1 4.7 4.4 3.8 12 a Characteristic Bond Strength In Uncracked Concrete Tkuncr psi 1,030 N/mm' 7.1 - A `- Characteristic Bond Strength In Cracked Concrete Tkcr psi 875 830 780 735 685 640 545 Wmm' 6.1 5.7 5.4 5.1 4.1 1 4.4 1 3.8 j �,j Characteristic Bond Strength In Uncracked Concrete Tkuncr psi 725 I N/mm2 5.0 d _2 �" Characteristic Bond Strength In Cracked Concrete Tkr psi 620 620 620 620 620 620 620 111mm' 4.3 43 43 43 4.3 4.3 4.3 wz = - Dry Concrete and =>✓ _ 0.65 Water-satuatedConcrete 0ws 055 0.65 Water -filled Hole mwf 0.65 Submerged Concrete 0sub 0.65 0.55 _ Dry Concrete 0d 0 v _ 0,65 Water -saturated Concrete onus 0.65 Water -filled Hole owf 0.65 Submerged Concrete 0sub . 0.65 For51:1 Inch=25.4 mm,1 In? = 645.16 mm',1 lb = 0.004448 kN ' Bond strength values correspond toconcrete compressive strength fc=2,500psLBond strength values must not be Increased for Increased concrete compressive strength. 2 Temperature Range A=Maximum long Term Temperature: 110' F (43' Q; Maximum Short Term Temperature:130'F (55' Q 2 Temperature Range B =Maximum Long Term Temperature: I10'F(43'Q;Maximum Short Term Tempeature:162'F (72 Q 4 Temperature Range C=Maximum long Tenn Temperature: 11 O'F (43'Q; Maximum Short Term Temperature:176' F (80' Q 5 Short-term elevated concrete temperatures are those that occur over brief intervals, e.g., as a result of diumal cycling. Lang -term concrete temperatures are roughly constant over significant periods of time. ' The tabulated value of G applies when the load combinations of Section 1605.2 ofthe IBC, or ACI 318 Section 9.2 are used In accordance with ACI 318 D.43. U the load combinations of ACi 318 Appendix Care used, the appropriate value of m must be determined In accordance with Act 318 D.4.4. ' Forsustalnedloads,bond strengths must bemultiplied by0.73. ' See ICC-ES ESR 3577 for further design Information In accordance with ACI 318 Oii'f ° D° Call our toll free number8004t48.5611 orvivt our web site for the most current product and technical Information at mnathnedhead.mm -° s Average U'AR i�u t:� am'SIVS? r8 SGa' Loacb,"', �yil 0 1 jr'�1t11 17ir/� jt f.=Ji r (o d �`.'�a�n, 0 f r1°;J�1.!t_711d..j Co���'P'eft I� Oa Jf /i !i �e3 >sJ V�-.y .>< JdL� rfliil erl iu l^a Qi{fl -i.:.17.1 t✓(:t$ J L ty' L L`. THREADED DRILL HOLE EMBEDMENT ANCHOR ULTIMATE ULTIMATE ROD DIA. DIAMETER DEPTH LOCATION TENSION SHEAR In. (mm) In. (mm) In. (mm) Lbs. (hN) Lbs. (IM 3/8 (9.5) 7/16 (11.1) 3 (762) GROUTED CELL 4,862 (21.6) N/A 1/2 (12.7) 5/8 (15.9) 3 (76.2) GROUTED CELL 4,953 (22.0) N/A 1/2 (12.7) 5/8 (15.9) 6 (152.4) GROUTED CELL 8,214 (36.5) N/A 5/8 (15.9) 3/4 (19.1) 5 (127.0) GROUTED CELL 7,355 (32.7) N/A 3/4 (19.1) 7/8 (22.2) 6 (152A) Note 17,404 (77.4) 19588 (87.1) 3/4 (19.1) 7/8 (22.2) 6 (152.4) Note2 17,404 (77.4) 8,668 (38.6) 1 Anchor can belocated Ingrouted cell, T'Iolnt,orbedjoint. 2 Anchor can belocated infirst grouted cell from edge. 3 Allowable working loads for the single InstallatIons under static loading should not exceed 25% (an Industry standard) capacity or the allowable load ofthe anchor rod. Loads based upon testing with ASTM A193, Grade B7 rods. a hl TI:�.�fe,ble Ike °/1ya � rF �1,as ib.�.fr,z T,?y"1 e��j,da Rod �f1jr ��s �.(fjjled .6�fis_�'A�r it l��l'J �� J 4`�uirV ��llJ11i8 r `tit vl:$Lb' CV fI Jri L 1L.1 �YJ! dt��E.�l� a��SSt1 f1s1� �l:.�lS.7 �A �.( .. e11aG?var'' EMBEDMENT DEPTH ALLOWABLE TENSION LOAD BASED ON ADHESIVE BOND STRENGTH ALLOWABLE TENSION LOAD BASED ON STEEL STRENGTH THREADED ROD DIA. In. (mum) In. (m rn 2000 PSI (13.8 MPa) CONCRETE Lbs. (kN) 4000 PSI (27.6 MPa) CONCRETE Lbs. (IN 6000 PSI (41.4 MPa) IN CONCRETE Lbs. (kN) ASTM A307 (SAE1018) Lbs. (ItN) ASTM A193 GR. B7 (SAE4140) Lbs. (IM) ASTM F593 AISI304SS Lbs. (kN) 3/8 (95) 3-3/8 4-1/2 (85.7) (1143) 1,800 2,080 (8.0) (9.2) 2,110 (9.4) 2,505 01.1) 2,655 2,655 (11.8) (11.8) 2,080 2,080 (9.3) (9.3) 4,340 4,340 (193) (19.3) • 3,995 3,995 (17.8) (17.8) 1/2 (12.7) 4-1/2 6 (114.3) (152A) 3,315 4,780 (14.8) (21.3) 4,420 (19.7) 4,900 (21.8) 4,420 4,900 (19.7) (21.8) 3,730 3,730 (16.6) (16.6) 7,780 7,780 (34.6) (34.6) 7,155 7,155 (31.8) (31.8) 5/8(15.9) 5-5/8 7-1/2 (142.9) (190.5) 4,425 5,660 (19.7) (25.2) 6,130 (27.3) 7,190 (32.0) 6,130 7,364 (273) (32.8) 5,870 5,870 (26.1) (26.1) 12,230 12,230 (54.4) (54.4) 11,250 11,250 (50.0) (50.0) 3/4(19.1) 6-3/4 9 (171.5) (228.6) 7,195 7,940 (32.0) (353) 7,885 (35.1) 10345 (46.0) 8,440 10,345 (37.5) (46.0) 8,490 8,490 (37.8) (37.8) 17,690 17,690 (78.7) (78.7) 14,860 14,860 (66.1) (66.1) 7/8 (22.2) 7-7/8 10-1/2 (200.0) (266.7) 8,810 (39.2) NIA 9,430 (41.9) 12,080 (57.0) 10,260 12,805 (45.6) (57.0) 11,600 11,600 (51.6) (51.6) 25,510 25,510 (113.5) (113.5) 20,835 20,835 (92.7) (92.7) 1 (25.4) 9 12 (228.6) (304.8) 10,085 12,180 (44.9) (54.2) 11,970 (53.3) 15,545 (69.2) 11,970 15,760 (53.0) (70.1) 15,180 15,180 (67.5) (67.5) 31,620 31,620 (140.7) (140.7) 26,560 26,560 (118.1) (118.1) 1-1/4(31.8) 11-1/4 15 (285.8) (381.0) 13,915 16,340 (61.9) (72.7) 14,245 (63A) 19,930 (88.7) 14,245 19,930 (63.4) (88.7) 23,800 23,800 (105.9) (105.9) 49,580 49,580 (220.6) (220.6) 34,670 34,670 (154.2) (154.2) 1 Use lower value of eimer Dona or steel sfengm Tor anowame iensle ioaa. 2 Allowable loads taken from ICC Evaluation Report 44285 (formerly ICBO). 3 Linear Interpolation maybe used for Intermediate spacing and edge distances (see below). C6+ Adhesive Edge/Spacing Distance Load Factor Summary for installation of Threaded Rod and R'aE'inford ag Bar" LOAD FACTOR DISTANCE FROM EDGE OF CONCRETE Critical Edge Distance -Tension 100%Tension Load - Minimum Edge Distance -Tension 7090Tension Load - Critical Edge Distance -Shear 10090Shear Load - Minimum Edge Distance -Shear 30%Shear Load - LOAD FACTOR Critical Spacing -Tension 100%Tension Load Minimum Spadng-Tension 75%Tension Load Critical5padng-Shear 10090 Shear Load Minimum Spacing -Shear 30ah5hear Load 1.25 x Anchor Embedment (or greater) 0.50 x Anchor Embedment 1.25 x Anchor Embedment (or greater) 0.30 x Anchor Embedment DISTANCE FROM ANOTHER ANCHOR 150 x Anchor Embedment (or greater) 0.75 x Anchor Embedment 1.50 x Anchor Embedment (or greater) 0.50 x Anchor Embedment 1 Use linear interpolation for load factors at edge distances orspadng distances between critical and minimum. 2 Anchors are affected by multiple combination of spacing and/or edge distance loading and direction of the loading. Use the product oftenslon and shear loading factors In design. § KWKFA NEW, Call our toll free number 808-BW5611 or visit our web shefor the most current product and technical information at www.itwredhead.com f` �70 n ilii V'il A l�t'i �I lf'tl a 1 9jj'7.� �, 'N rl'Ijtf, C�- �Mr�+ • , r %qyt��;; L,1r?r3 xa�•. ra � j�5+ ,�fa' �?�t "'�t �� C uif ]r�. �`•'� � ���r'.� �+ I1L`y" t l`yC i�ts•Vfr[ ff .Jk' rJ!!r! �:-s;j.. [�1 4'._ lS �c_. UfIL t� .., 0 NEEA1 THREADED MINIMUM ALLOWABLE SHEAR LOAD BASED ALLOWABLE SHEAR LOAD BASED ROD DIA. EMBEDMENT ON CONCRETE STRENGTH ON STEEL STRENGTH In. (mm) DEPTH 2000 PSI (13.8 MPa) 4000 PSI (27.6 MPa) 6000 PSI (41.4 MPa) ASTM A307 (SAE1018) ASTM A193 GR: B7 (SAE4140) ASTM F593 AISI304SS In.(mm) CONCRETE Lbs. M) CONCRETE Lbs. (kN) CONCRETE Lbs. (kN) Lbs. (I(N) Lbs. M) Lbs. (hN) 3/8 (95) 3-3/8 (85.7) 1,300 (5.8) 1,465 (6.5) 1,500 (6.7) 1,040 (4.6) 2,170 (9.7) 1,995 (8.9) 1/2 (12.7) 4-1/2 (114.3) 2,855 (12.7) 3,145 (14.0) 3,145 (14.0) 1,870 (8.3) 3,895 (17.3) 3,585 (15.9) 5/8 (15.9) 5-5/8 (142.9) 4,575 (20.3) 4,950 (22.0) 4,950 (22.0) 2,940 (13.1) 6,125 (272) 5,635 (25.1) 3/4 (19.1) 6-3/4 (1715) 6,430 (28.6) 6,430 (28.6) 6,430 (28.6) 4,250 (18.9) 8,855 (39.4) 7,440 (33.1) 7/8 (22.2) 7-7/8 (200.0) N/A 7,575 (33.7) 8,140 (36.2) 5,800 (25.8) 12,760 (56.8) 10,730 (47.7) 1 (25.4) 9 (228.6) 9,630 (42.8) 10,085 (44.9) 11,600 (51.6) 7,590 (33.8) 15,810 (70.3) 13,285 (59.1) 1-1/4 (31.8) t 11-114 (285.8) 16,270 (72A) 16,270 (72.4) 16,270 (72.4) 11,900 (52,9) 24,790 (110.3) 18,840 (83.8) 1 Use lower value of either concrete or steel strength for allowable shear load. 2 Allowable loads taken from iCC Evaluation Report 04285(formerly lC80). 3 Vnear Interpolation maybe used for intermediates pacing and edge distances. i��C C'C li9ll Silf�3dC�t� Uf) uv I� G1� 1�z`s J�' a L cur Cv'C1� i 'Limp 0CAD CEP WAX REINFORCING EMBEDMENT 2000 PSI (13.8 MPa) 4000PSI (27.6MPa) ULTIMATETENSILE ANDYIELDSTRENGTH GRADE60 REBAR BAR In.(mm) IN CONCRETE In.(mm) CONCRETE ULTIMATE TENSION CONCRETE ULTIMATETENSION MINIMUMYIELD MINIMUM ULTIMATE Lbs.(1(N) Lbs. kN) STRENGTH TENSILE STRENGTH Lbs. M) Lbs. M) # 3 (9.5) 3-3/8 (85.7) 7,020 (31.2) 9,200 (40.9) 6,600 (29A) 91900 (44.0) 4-1/2 (114.3) 9,000 (40.1) 11,540 (513) 6,600 (29.4) 9,900 (44.0) #4 (12.7) 4-1/2 (114.3) 11,940 (53.1) 15,140 (673) 12,000 (53.4) 18,00b (80.1) 6 (152.4) 16,703 (743) 18,880 (84.0) 12,000 (53.4) 18,000 (80.1) 45 (15.9) 5-5/8 (142.9) 14,120 (62.8) 27,740 (123A) 18,600 (82.7) 27,900 (124.1) 7-1/2 (190.5) 20,040 (89.1) 30,727 (136.7) 18,600 (82.7) 27,900 (124.1) 96 (19.1) 6-3/4 (171.5) 17,940 (79.8) 29,200 (129.9) 26,400 (117A) 39,600 (176.2) 9 (228.6) 25,520 (1135) 41,640 (185.2) 26,400 (117.4) 39,600 (176.2) 10 (254.0) NIA 45,000 (2002) 26,400 (117.4) 39,600 (176.2) 97 (222) 7-7/8 (200.0) N/A 45,850 (204.0) 36,000 (160.1) 54,000 (2402) 10-1/2 (266.7) N/A 60375 (268.6) 36,000 (160.1) 54,000 (2402) 13 (3302) N/A 65,300 (290.5) 36,000 (160.1) 54,000 (2402) 48 (25.4) 9 (228.6) 30,960 (137.7) 54,180 (241.1) 47,400. (210.9) 71,100 (316.3) 12 (304.8) 30,960 (137.7) 65,420 (291.0) 47,400 (210.9) 71,100 (316.3) 16 (406.4) NIA 86,700 (385.7) 47,400 (210.9) 71,100 (3163) #9 (28.6) 10-1/8 (2572) NIA 61,530 (273.7) 60,000 (266.9) 90,000 (400A) 13-1/2 (342.9) NIA 81,240 (361A) 60,000 (266.9) 90,000 (400.4) 19 (482.6) N/A 108,000 (480A) 60,000 (266.9) 90,000 (400A) #10 (31.8) 11-1/4 (285.8) 44,600 (198.4) 76,500 (3403) 76,200 (339.0) 114,300 (5085) 15 (381.0) 49,220 (218.9) 82,320 (366.2) 76,200 (339.0) 114,300 (5083) 19 (482.6) NIA 120,000 (533.8) 76,200 (339.0) 114,300 (5085) 1 Allowable working loadsforthesingleInstallationsunderstaticloadingshouldnotexceed25%ultimatecapacityortheallowableloadoftheanchorrod. 2 Ultimate load values In2000and40DOpsistoneaggregateconcrete.UltimateloadsareindicatedfortheembedmentshownIntheEmbedmentInConcretecolumn.PerformancevaluesarebasedanminimumGrade60reinforcingbar. The use of lower strength rods will result in lower ultimate tension and shear loads. 3 SHEAR DATA Provided the distance from therebartotheedgeoftheconcretememberexceeds125timestheembedmentdepthoftherebar,calculatetheultimateshearloadfortherebaranchorageas60%oftheultimatetensilestrengthoftherebar. Combined Tension and Shear Loading-forr Adhesive Anchors Allowable loads for anchors under tension and shear loading at the same time (combined loading) will be lower than the allowable loads far anchors subjected to 100%tension or 100%shear. Use the following equation to evaluate anchors in combined loading conditions: Na Sr'+ Va 0No = Applied Service Tension Load Ua = Applied Service Shear Load �N� (Us) ` 1 As = Allowable Tension Load Us = Allowable Shear Load �46 iRE4x[f_� _ E- SAD Nw, ew, Call ourtoll free number 8DOWA-5611 or visit out tvebsite for the most current product and technical Infomtationatwtnv.4wredit d.com