Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report
• .. •. •• • . . . . . •• • • • • • :•• ...... ••• • • • • • • • • • • :• • • • • • • • • • • e' ,'.� • ICBO Evaluat Ser Inc. ° ICBO Es i U s sy ° 5360 WORKMAN MILI• RQAD • :WFZITIER C LUiQRNIA 90601 -2299 ii 7 • „-. ,” A subsidiary corj of thg I rrtE;rrratigna4C o nference of Building Officials • • • • EVALUATION REPORT ER -1372 Copyright © 2000 ICBO Evaluation Service, Inc... • • • • • Reissued March 1, 2000 • _ _• • • •• •• . Filing Category: FASTENERS —Conc to a £leso3'4 4 hQr (066) • • • • • • • ITW RAMSET /RED HEAD SELF - DRILLING, TRUBOLT ments of Type 302 or AISI C -1010, respectively. Cold- formed WEDGE, AND MULTI - SET II CONCRETE ANCHORS anchor studs are available only for the 1 /4- inch -, 31 inch -, ITW RAMSET /RED HEAD 1 12- inch -, 5 /8 -inch- and 3 /4 -inch- diameter (6.4, 9.5, 12.7, 15.9 1300 NORTH MICHAEL DRIVE and 19.1 mm) wedge anchors. The anchor stud is threaded WOOD DALE, ILLINOIS 60191 at its upper end and has a straight cylindrical section reduced 1.0 SUBJECT in diameter, around which the expander sleeve is formed. A straight- tapered section enlarging to a cylindrical base acts to ITW RamsetRed Head Self- Drilling, Trubolt Wedge, and increase the diameter of the expander ring as the stud is tight - Multi -Set II Concrete Anchors. ened in the concrete hold. The expander ring, which is formed 2.0 DESCRIPTION around the stud bolt, consists of a split -ring element with a "coined" groove at each end. The expander ring is designed 2.1 ITW RamseURed Head Self Drilling Anchor: to engage the walls of the concrete hold as the tapered portion 2.1.1 General: The ITW RamseURed Head anchor is a self- of the stud is forced upward against its interior. drilling concrete expansion shell anchor with a single cone ex- 2.2.2 Installation: Embedment, spacing, edge distance, pander. Both elements are made from heat - treated steel. The and concrete requirements are shown in Tables 3, 4, 5 and steel for the body conforms to AISI C -12LI 4, and the steel for 10. Holes must be predrilled in normal - weight or lightweight the plug conforms to AISI C -1010. The anchor has eight sharp concrete with carbide- tipped masonry drill bits manufactured teeth at one end and is threaded internally at the other end. within the range of the maximum and minimum drill tip dimen- The outer surface of the tubular shell at the toothed end has sions of ANSI B212.15 -1994. The anchors must be installed annular broaching grooves and four milled slits. At its in holes the same nominal size as the anchor size, with a threaded end, the anchor is provided with an unthreaded greater depth than the length of embedment desired, but no chucking cone that has an annular break -off groove at its less than the minimum embedment. The hole must be base for flush mounting. Anchor shell and expander cone are cleaned out prior to installation of the anchor. The anchor electrodeposit zinc and chromate - plated. must be tapped into the hole to the embedment depth desired, 2.1.2 Installation: Embedment, spacing, edge distance, but no less than the minimum embedment. A standard hexag- and concrete requirements are shown in Tables 1 and 2. The onal nut and washer must be used over the material being anchors are installed by a Model 747 Roto -Stop Hammer, by fastened and the nut tightened until the minimum installation air or electric impact hammer, or by hand. The anchor is used torque, as indicated in Tables 3 and 10, is reached. as a drill in forming the hole in normal - weight concrete. After 2.3 ITW RamseURed Head Multi - Set II Anchor: the hole is formed, the anchor must be removed and the hole thoroughly cleaned. The hole depth is regulated by the drill 2.3.1 General: The Multi -Set anchors are designed to be chuck. A Red Head plug must be set into the bottom of the an- installed in a predrilled hole equal to the anchor diameter. The chor prior to insertion in the hole. The concrete anchor must anchor consists of a shell formed from carbon steel meeting be driven over the plug, to cause expansion of the anchor in the minimum requirements of AISI C -1213 and an expansion the hole. The chucking end of the anchor is broken off with a plug formed from carbon steel meeting the minimum require - hammer blow. Verification that the anchor has been installed ments of AISI C -1010. The expansion end is divided into four properly is evidenced by the fact that the anchor does not equal segments by radial slots. The expansion plug is preas- project above the surface of the concrete and the red plug is sembled and is cylindrical in cross section. • visible at the bottom of the hole. 2.2 ITW Ramset/Red Head Trubolt Wedge Anchor: 2.3.2 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 6, 7 and 9. 2.2.1 General: The Trubolt Wedge anchor is a stud bolt type Holes must be predrilled in normal- weight or lightweight con - of drop -in anchor. The anchors are cold- formed or machined crete with carbide- tipped masonry drill bits manufactured from zinc - plated and chromate - dipped carbon steel, hot- within the range of the maximum and minimum drill tip dimen- dipped galvanized carbon steel or stainless steel. Steel used sions of ANSI B212.15 -1994. The anchors must be installed to produce the anchors complies with AISI C -1015 to AISI in predrilled holes, the hole depth and diameter for each an- C -1022 and AISI C -1213 carbon steels, Type 304 or Type 316 chor size being listed in Tables 6, 7 and 9. After the hole is stainless steels. Hot - dipped galvanizing complies with ASTM drilled, it is cleared of all cuttings. The anchor is set by instal- 153 Class C requirements. The expander sleeves. are fabri- ling the expansion shell and then driving the cone expander sated from stainless steel or carbon steel meeting the require- with a setting tool provided with each anchor size. When the ~ Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 7 • • •• *• •0 • •• ER -1372 . • • . . • • • • . . . . . Page 2 of 7 ... •' • • • • • • • • • • • . • • • • - • • • • cone expander is driven down into the anchor, the legs of the 440 FINDINGS shell expand. That the ITW Ramset!Red Head fasteners described in I" ' • • • • • • .this Deport comply with the 1997 Uniform Building 2.4 • Design: • • '; • • • • • • : CodeTM, subject to the following conditions: f Allowable static loads are as set forth ir►T4ple41, 3, 6, $ and • • 10. Allowable loads for anchors subjected to cbhfbinedoshear.' • sizes, dimensions and installation are as and tension forces are determined by the following equation: set forth in this report. 4.2 Allowable shear and tension loads are as set forth (Ps /Pt)5J3 + ( Vs/ Vt)5 /3 < i:• • •• • • • •. .. in Section 2.4. where: • • • • • .. • •.. • .. • • 4+3 Calculations justifying that the applied loads com- • , , • • „ • • • • • . • ply with this report are submitted to the building of- P = Applied service tension Toad. • ficial for approval. P = Allowable service tension load. 4.4 Special inspection is provided as set forth in Sec - V = Applied service shear load. tion 2.5. 4.5 Anchors are limited to installation in uncracked V = Allowable service shear load. concrete, which is concrete subjected to tensile The anchors cannot be subjected to vibratory loads. stresses not exceeding 170 psi (1.2 MPa) as in- Sources of such loads include, for example, reciprocating en- duced by external loads, deformations and interior gines, crane loads and moving loads due to vehicles. exposures. 2.5 Special Inspection: 4.6 Anchors are limited to nonfire- resistive construc- tion unless appropriate data is submitted to dem- When special inspection is required, compliance with Section onstrate anchor performance is maintained in fire - 1701.5.2 of the code is necessary. The special inspector must resistive situations. be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, con- 4.7 Anchors are manufactured at Highway 12, Michi- crete compressive strength, hole dimensions, anchor spac- gan City, Indiana, with inspections by PFS Corpora - ings, edge distances, slab thickness, anchor embedment and tion (NER- QA251). tightening torque. 4.8 Use of electroplated or mechanically plated carbon 2.6 Identification: steel anchors is limited to dry, interior locations. Use of hot - dipped galvanized carbon steel is per - The concrete anchors are identified by their dimensional mitted in exterior - exposure ordamp environments. characteristics, the anchor size, and by the length code 4.9 Except for ITW Ramset/Red Head Carbon Steel and stamped on the anchor. The conical- shaped expander plugs Stainless Steel Trubolt Wedge anchors embedded are colored red. See Figure 1 for additional details. Length in normal- weight concrete, as noted in Table 3, use codes are in Table 8. Packages are identified with the anchor of anchors in resisting earthquake or wind loads is .type and size, the manufacturer's name and address, and the beyond the scope of this report. name of the quality control agency, PFS Corporation. 4.10 The anchors are not subjected to vibratory loads, 3.0 EVIDENCE SUBMITTED such as those encountered by supports for recip- rocating engines, crane loads and moving loads . Data complying with the ICBO ES Acceptance Criteria for Ex- due to vehicles. pansion Anchors in Concrete and Masonry Elements (AC01), dated January 1999. This report is subject to re- examination in two years. TABLE 1—ITW RAMSET /RED HEAD SELF - DRILLING ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) C 2,000 psi f' = 4,000 psi Tension Tension MINIMUM u With Without Witho BOLT ANCHOR EMBEDMENT With Without S With Special DIAMETER DIAMETER DEPTH Special Special Inspeetion Inspection ection Shear (inch) (inch) (inches) Inspection s Inspection Shear p 1/ 7/ 1 415 210 _ 295 650 325 365 3 I8 9 /I6 17/32 785 395 770 1,035 520 650 1 /2 11 /16 21/32 1.150 575 920 1,555 775 930 5/8 27/32 2 1,510 7 55 1,605 2,485 1,240 1,755 3 / 4 1 3 1,985 995 2,495 3,165 1,585 2,575 For SI: I inch = 25.4 mm, I Ibf = 4.45 N, 1 psi = 6.89 kPa. IThe tabulated shear and tensile values are for anchors installed in normal - weight concrete having the designated ultimate compressive strength at the time of installation. Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device. 2 These tcnsion values arc applicable only when the anchors are installed with special inspection as set forth in Scction 2.5. 3 The minimum concrete thickness is 1 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is greater. 4 The anchors are illustrated as follows: . . . ,. ® ••• • • • • • • • • • • • • • • •• .. Page 3 of 7 ER -1372 • . • • • • • • • • • • • TABLE 2- RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMtNTS FOR'ITW RAMSET /RED HEAD SELF - DRILLING ANCHOR DESCRIPTION F • • • • • • • • •• • Min.•411•I,vable Min. Allowable Spacing • • • • Edo Distlhce • edge Distance Spacing Between Anchors �N,• • Re uiret!'t8 • • (m•hes ) Required to (inches) BOLT ANCHOR EMBEDMENT • • Ob in Max. • • •Logd factor Applied Obtain Max. Load Factor pplied ,j DIAMETER DIAMETER DEPTH • • • %9 ip9 Midi • =a.8 foriension Working Load = 0.95 for Tension (inch) (inch) (inches) es) • = 0.750or Shear (Inches) = 0.70 for Shear 1 /4 7 /16 13/32 115/16 1 37 /8 115 /16 3 /8 9/16 1 • ... • 211 /1 4 .. 13/8 53/ 211/ 1 /2 11 /16 21 /3. • • •3916 • . . • 113/ 71 /8 39 /16 • 5/8 a 27/32 215 /R -: • • :' 43s * I1 S • • •• • • • 23/16 811/16 43/8 • 3 / 4 1 1 31/q ... • 51/16. • • • • 2 11 511 /16 For SI: 1 inch 25.4 mm. 'Linearintcrpolation may be used for intermediate spacing and edge distanccs. TABLE 3-ITW RAMSET /RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) f' = 2,000 psi f',= 4,000 psi f' = 6,000 psi Tension Tension Tension ANCHOR INSTALLATION EMBEDMENT With Without With Without With Without DIAMETER TORQUE DEPTH Special Special Special Special Special Special (inches) (Ibt • ft) (inches) Insption Inspection Shear Inspection Inspection Shear Inspection Inspection Shear 1 /4 8 1 /8 295 150 350 445 225 350 475 240 350 1 525 265 420 825 410 420 825 410 420 2 565 280 825 410 825 410 3 /8 25 1 420 210 580 560 280 655 710 355 790 3 870 435 1,000 1,485 740 1,035 1.530 765 1,125 4 1,200 600 1,485 740 1,530 765 1 /2 55 2 1,165 580 1,190 1,275 640 1,190 1,760 880 1,760 4 1,165 580 1,810 2,410 1,205 1,810 2,705 1,355 2,040 6 1,335 665 2,410 1,205 2,705 1,355 54 90 2 1,645 820 1,780 1,795 900 1,780 2,430 1,215 2,405 5 1,645 820 2,400 3,730 1,865 2,975 4,095 2,045 3.130 7 1,765 880 3,755 1,880 4,095 2,045 3 /4 175 3 1,780 890 2,530 2.710 1,355 3,430 3,325 1,665 3,995 6 2,745 1,375 5,080 4,425 2,210 5,935 5,065 2,530 5,935 10 2,745 1,375 4,470 2,235 5,895 2,950 7 /8 250 3 2,380 1,190 3,290 3,685 1,840 4,145 4,355 2,180 4,790 6 3,665 1,835 5,220 5,235 2,620 7,200 6,090 3,045 7,200 8 3,665 1,835 5.580 2,790 6,090 3,045 1 300 4 3,485 1,745 4,020 5,045 2,520 5,705 5,295 2,650 6,120 7 3,650 1,825 7,170 5,995 3,000 9.485 8,315 4,160 9,520 9 4,675 2,340 6,635 3,315 8,315 4,160 1 500 5 4,535 2,270 5,820 6.595 3,300 7,365 8,410 4,205 8,445 8 6,835 3,413 8,770 10,825 5,410 11,065 11,385 5,695 12,640 10 9,035 4,515 11,385 5,695 14,075 7,040 For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 lbf • ft = 1.355 818 N - nt, 1 Ibf 4.45 N. The tabulated shear and tensile values are for anchors installed in stone - aggregate concrete having the designated ultimate compressive strength at the time of installation. 2 Thc holes are drilled with bits complying with ANSI B212.15 -1994. The bit diameter equals the anchor diameter. 3 These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4 The minimum concrete thickness is 1 times the embedment dcpth, or the embedment dcpth plus three times the anchor diameter, whichever is greater. 5 Allowable static loads may be increased one -third for earthquake or wind resistance in accordance with Section 1612.3.3 of the code. No further increase is allowed. 6 Thc anchors arc illustrated as follows: ND Sal M INNII non IND • • • . • •. • • • • • • • ER -1372 .... • .. .. Page4of7 ••• ••• •• • • • • • • • • • . • • . • . • • TABLE 4— RECOMMENDED SPACING AND EDGE DISTANCE REMIREMENTS FOR TENSION LOADS FOR ITW RAMSETIRED HEAD TRUBOLT WEDGE ANCHORS ^• • • • • • • • • • • DESCRIPTION • • • • • • Min. Allowable • • • • • • • Ur" Spacing Between • • edge Distartse r • Edgs P 9 • • • •Required to • 4 . glntanc# Spacing Required to Anchors ANCHOR EMBEDMENT • • .Obtain M.. • • [t Obtain Max. Working (inches) 4. DIAMETER DEPTH Working Load toad Fiktor Load Load Factor (inches) (inches) (inches) Applied = 0.65 (inches) Applied = 0.70 I 6 15 2 1 /4 1 1 5 / 1 r. • •.4115/181 • • • • • 1 33 7/8 115 /16 2 • • 148 43/16 3 3/16 15/8 • • •• ... 5 5 /4 2 3/ x I I/2 • • • • 2 -4 8 • •. • /16 3 3. • I 1 / 6 3 4 3 1 6 3 1/2 21/4 315/ 16 2 7 /x 3 15/ 1 6 41/8 3. / 19/16 6- / 16 3 6 4 2 9 4 5/ 2 4 2 95 /8 413 /16 8 51/ 3 115/16 711/16 37/8 71 /2 55/8 2 111/4 55/8 3/ 3 /4 5 / 16 27 /8 1 1 5 16 4 1 915/ 6101 71/2 3 15 7 7/ 3 6 35/16 13 6 x 61/ 61/ 31/ 12 6 8 6 3 12 6 I 41/2 7 315/16 153 /4 77/8 73/ 8 7 311/16 143 /4 73/8 91i2 71/ 3/ 14 /4 7 11/4 51/2 95/8 413/ . 19 9 8 8 4 16 1 8 10 7 33 /4 15 71/2 For SI: 1 inch = 25.4 mm. .Linear interpolation may be used for intermediate spacing and cdgc distances. 2 Spacings and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete in accordance with Table 10. TABLE 5—RECOMMENDED DISTANCE FOR IT RAMSETIRED HEAD TRUBO WEDGE FOR SHEAR LOADS E A CHORS� W DESCRIPTION (E) (Et) (E2) Min. Allowable Edge Distance Min. Edge Min. Edge S alto Required to Distance at Which Distance at Which Spacing Obtain Max. the Load Factor the Load Factor Spacing Between Working Load Applied = 0.60 Applied = 0.20 Required to Anchors ANCHOR EMBEDMENT (inches) (inches) (inches) Obtain Max. (Inches) Working Load Load Factor DIAMETER Inches) (See Figure 2) (See Figure 2) (See Figure 2) (inches) Applied = 0.40 (inches) ( I / 2 15/16 N/A 3 2 I /4 1 1 l6 1 N/A 3 1 15/ 16 • 3/8 11/2 25/ 13/ N/A 5 2 3 3 3 11 /2 6 3 1/ 21/ 315/I6 29/16 N/A 7 3 2 4 53/16 3 066 63/l6 31 /8 5 23/ 4136 31/ N/A 9 4 /8 51 / 67/16 37/ 115/ 711/16 37 /g 3 3 5 3 N/A 11 5 /4 6 85/16 5 21/ 915/16 5 7 / 3 6 45/16 N/A 13 6 x 6 8 6 3 12 6 /4 I 77/ 51/8 N/A 15 7 . 1 7 10 73/8 31i/16 ia 73/8 11/4 5 95/ 6 N/A 19 9 8 11 8 4 16 8 For SI: 1 inch = 25.4 mm. N/A = Not applicable. • 1 Linear interpolation may be used for intermediate spacing and edge distances. 2 Spacings and cdgc distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete in accordance with Table 10. . . ••• •• •• •• • • • • •• • • • • • • • • • • • • • • • • • Page 5 of 7 • • • • • ' • •• • • • • ER -1372 •.• • • • • • • - • • • • • • • • - TABLE 6—ITW RAMSET /RED HEAD MULTI -SET II ANCHOR ALLOWABLE AND TENSION VALUES (pounds) • .f' = 2 psi f', = 4,000 psi P = 6,000 psi MINIMUM T/nssn • • • • • • . • pain Tension • BOLT ANCHOR EMBEDMENT With • • Witl(put • • • • • With • • Without With Without DIAMETER DIAMETER DEPTH Special • • Special • e Spdtial special Special Special ,1 (inch) (inch) (inches) Inspection • Ins.gptpn • ZIlisar'. • InspdtttioS • Igspecton Shear Inspections Inspection Shear 1/ 3/ 1 420 210 270 590 - 295 300 745 375 325 3/8 1/2 1 745 375 790 950 475 625 1,560 780 465 1/2 5/8 2 825 •:' d1s • •j,11, •• 730 875 2,075 1,035 600 5/ 7/ 2 1,375 : 4 • 1,8150 • • 1,1:0 • 1,080 1,385 2,755 1.375 910 - loom 3 /4 1 3 2,070 : I,■:1 •.2,620: : * *,3i0 • 1.185 1,920 3.065 1,530 1,215 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. 'The tabulated shear and tensile values arc for anchors installed in stone- aggregate concrctc having thc designated ultimate compressive strength at thc time of installation. Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device. 2 Thc holes are drilled with bits complying with ANSI B212.15 -1994. The bit diameter equals the anchor diameter. 3 These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4 Thc minimum concrctc thickncss is 1 times the embedment depth, or thc embedment dcpth plus three times the anchor diameter, whichever is greater. 5 The anchors arc illustrated as follows: 1 TABLE 7— RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR ITW RAMSET /RED HEAD MULTI -SET 1I ANCHOR DESCRIPTION Min. Allowable Min. Allowable Spacing Edge Distance Edge Distance Spacing Between Anchors MIN. Required to (inches) Required to (inches) BOLT ANCHOR EMBEDMENT - Obtain Max. Load Factor Applied Obtain Max. Load Factor Applied DIAMETER DIAMETER DEPTH Working Load = 0.80 for Tension Working Load = 0.80 for Tension (inch) (inch) (inches) (inches) = 0.70 for Shear (inches) = 0.55 for Shear 1 /4 3 /s 1 1 7/8 3 1 3/8 1/2 1 27/ 1 511/16 27/8 1/ 5 /8 2 3 1 7 3 5/ 7/ 21/ 4 2 8 43 /8 3/4 1 3 55/ 213/16 113 /l6 _ 55 /8 For SI: 1 inch = 25.4 mm. 'Linear interpolation may be used for intermediate spacing and edge distances. 2 Spacings and edge distances shall be divided by 0.75 when anchors are placed in structural Lightweight concrete in accordance with Table 9. TABLE 8— LENGTH IDENTIFICATION CODES LENGTH OF ANCHOR LENGTH OF ANCHOR CODE (inches) (mm) CODE (inches) (mm) A Black II/2 < 2 38 < 51 N 8 < 8 203 < 216 B White 2 < 2 51 < 63 0 02<9 216 < 229 C Red 2 <3 63 <76 P 9 <9 229 <241 D Grccn 3 < 3 76 < 89 Q 9 < 10 241 < 254 E Yellow 3 < 4 89 < 102 R 10 < 11 254 < 267 F Blue 4 < 4 02 < 114 S 11 < 12 267 < 305 G Purple 4 < 5 14 < 127 T 12 < 13 305 < 330 • H Brown 5 < 5 27 < 140 U 13 < 14 330 < 366 1 Orange 5 < 6 40 < 152 V 14 < 15 366 < 381 1 N/A 6 < 6 52 < 165 W 15 < 16 381 < 406 K NIA 6 < 7 65 < 178 X 16 < 17 406 < 432 L N/A 7 < 7 78 < 191 Y 17 < 18 432 < 457 M N/A 7 < 8 91 < 203 Z 18 < 19 457 < 483 Page 6 of 7 •. • • • • • • • • • • • • ER -1372 • • • • . . • TABLE 9-IT RAMSETIRED HEAD M W MULTI-SgT II A?1C1IOR ALLOWABLL• SHEAR AND TENSION VALUES (pounds) - LOWER FLUTE OF STEEL DECK WITH • • LIGHTWEIGHT CONCRETE LIGHTWEIGHT CONCRETE FILL -� • • •• •• f' • ••• /' 3,000psi MINIMUM • • • • • • ••Tension • • • • • • • Tension • i ANMEOR EMBEDMENT • • with • • BOLT DIAMETER DIAMETER DEPTHS E Special • In st ecial • • • With Special Without Special (inch) (inch) (inches) • ins •e•ton • • • Inspbc ion • • • •%Mar Inspection Inspection Shear 3/ 8 1 /2 19 /16 965 482 1,105 835 417 1,105 1/2 5 / 8 2 1,020 510 1,410 800 400 1,235 • 5/ 7 / 8 2 • • • I,57S) ••• • • J85: • • i• 2,610 1,490 745 1,460 3/ 1 _ 3 • 2,710 i • • :J:71. • 1 • 3.945 2,045 1,022 2,280 For SI: I inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 lea. • • • • • • • • • • • • I The tabulated shear and tensile values are for anchors installed in structural lightweight concrete having the designated ultimate compressive strength at the time of instal- lation. Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device. 2 The holes are drilled with bits complying with ANSI 13212.15 -1994. The bit diameter equals the anchor diameter. 3 These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4 lnstallation details arc in Figure 3. Spacing and cdgc distances arc in Table 7 as modified by Footnotc 2. TABLE 10-ITW RAMSET /RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds) LOWER FLUTE OF STEEL DECK WITH LIGHTWEIGHT LIGHTWEIGHT CONCRETE CONCRETE FILL I' = 3,000 psi I', = 3,000 psi MINIMUM Tension Tension ANCHOR INSTALL EMBEDMENT With Specials Without Special With Special Without Special pIA TORQUE (inches)3 Inspection Inspection Shear Inspection Inspection Shear 3 /8 25 I 530 265 930 475 237 ' 790 3 735 367 1,060 710 355 1,000 1/ 55 2 900 450 1,760 850 425 1,345 3 1,180 590 1,655 1,120 560 1,655 4 N/A N/A 1,730 1,200 600 1,610 5/ 90 3 1,500 750 2,310 1,180 590 1,375 5 1.490 745 2,320 1,645 822 2.285 3 / 4 175 3 1,790 895 3,150 1,460 730 2,220 5 2,225 1,112 3,980 1,760 880 N/A For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 Ibf = 4.45 N. N/A = Not applicable. 'The tabulated shear and tensile values are for anchors installed in structural lightweight concrete having the designated compressive strength at thc time of installation. 2 The holes are drilled with bits complying with ANSI B2I2.15 -1994. The bit diameter equals the anchor diameter. 3 These tension values are applicable only when thc anchors arc installed with special inspection as set forth in Scction 2.5. 4 lnstallation details arc in Figure 3. Spacing and cdgc distanccs arc in Tables 4 and 5 as modified by Footnotc 2. Self -Drills S (bolt size) • Trubolt Wedge Anchors WS- Carbon Steel (anchor size x length) Multi -Set II RM- Carbon Steel (bolt size) FIGURE 1- IDENTIFICATION SYMBOLS FOR THE VARIOUS ANCHORS Page 7 of 7 • • • • • • • • • • • • ER -1372 ••• • • •• - - • • • • • • • • • • • • • • • • •• r 1.00 • • • ••• • ••• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• . • • • • ••• ••• • • •• •• • • • • • • • • • • • • ••• ••• •• • • • • • • • • • • • • ••• • • 0.60 0.20 E2 El E FIGURE 2 —LOAD FACTORS FOR TRUBOLT WEDGE ANCHOR SHEAR LOADS AT REDUCED EDGE DISTANCES (See also Table 5) MULTI -SET II 1" CLR. MIN. - 1 I . 1" CLR. MIN. TRUBOLT LIGHTWEIGHT CONCRETE ONLY 1" CLR. MIN. MULTI -SET 11 tt_ tIFTTAX. • e � �TY TRUBOLT 1...4-1/2" 20GA. STEEL MIN. DECK MIN, STEEL DECK WITH LIGHTWEIGHT CONCRETE FILL • E = DEPTH OF EMBEDMENT For SI: I inch = 25.4 mm. FIGURE 3— TRUBOLT AND MULTI -SET II ANCHORS IN LIGHTWEIGHT CONCRETE (r = 3,000 psi) AND STEEL DECK WITH LIGHTWEIGHT CONCRETE FILL (f' = 3,000 psi) •