Anchors New Pgs-98 - Kanebridge · 2004. 6. 11. · Anchors 257 Drop-In Style DROP-IN ANCHORS...

Anchors

256

DimensionsMechanical and Performance Requirements

Drop-In Anchors ......................................................... 257

Hollow Wall, SteelRegular Style ........................................................ 258Drive Style ........................................................... 259

Hollow Wall, PlasticRibbed .................................................................. 260Conical, Light Duty ............................................. 261Fluted, Light Duty ................................................ 262

Lag Screw Shields ...................................................... 263

Split Drive ................................................................... 264

Single & Double Expansion ....................................... 265

Wedge ................................................................. 266-267

Sleeve ................................................................. 268-273

Plastic Toggle.............................................................. 274

One Step ..................................................................... 275

Lead Wood Screw ....................................................... 276

Machine Screw ........................................................... 277

Concrete Screws ................................................. 278-279

Nylon Nail-In .............................................................. 280

Hammer Drive, Zinc Alloy ......................................... 281

Toggle Bolt ................................................................. 282

Toggle Wings .............................................................. 283

Drive Pin Anchors....................................................... 284

Anchors

257

Drop-In Style

DROP-IN ANCHORS FF-S-325 Group VIII, Type 1

Anchor Size/Bolt Size Hole Diameter

T

MinimumEmbedment

Ultimate Tensile (lbs.) Ultimate Shear (lbs.)

Thread Length

4000 psi. Concrete

1/4 3/8 1/2 1 2067 1321

3/8 1/2 5/8 1 9/16 3995 3714

1/2 5/8 3/4 - 1 3/16 2 4110 5854

5/8 7/8 1 - 1 3/16 2 1/2 5750 8754

3/4 1 1 3/16 - 1 1/4 3 3/16 10,807 11,627

T

(Internal View)

DescriptionA two-piece, internally threaded expansion anchor with four equally-spaced longitudinal slots extending from the bottom end of the outer

shield, inside of which sits a pre-assembled dilating plug. The bottom lip of the anchor is tapered. It is permissible for a section of theshield to be knurled, to increase the gripping action of the anchor.

Applications/Advantages

Intended for flush mounted, medium to heavy-duty applications in solid materials such as stone and concrete. It can be used in, but arenot limited to, overhead assemblies such as duct work and pipe hangers because the internal plug holds its position. Can also be used

to anchor handrails and floor-mounted door stops.

Material

Steel 18-8 Stainless

Anchor body: AISI 12L14 cold rolled steelExpander Plug: AISI 12L14/1215 cold rolled steel, case-hardened

and tempered

Anchor body: 303 Stainless steelExpander Plug: 303 Stainless steel

Anchor SpacingAnchors should be installed a minimum of ten anchor diameters between each other and a minimum of five anchor diameters from the

edge.

Depth of Hole Should be at least equal to the length of the anchor.

Tensile and ShearStrengths The suggested safe working load is one-fourth the average proof test loads shown in the above table.

Anchors

258

Steel Hollow Wall RegularStyle

SCREW EXPANSION SHIELD HOLLOW WALL ANCHORS, STEEL

B notes Diam.

Screw SizeHoleSize

E D S

Grip Range

Performance in Plywood Performance in Drywall

Anchor Size

CollarDiam.

SleeveLength

OverallShell

Length

MaterialThick-ness

Pullout ShearMaterialThick-ness

Pullout Shear

Diam x L Ref Ref Ref Max Min Inches Lbs. Lbs. Inches Lbs. Lbs.

1/8 Extra Short 6-32 x 1" 5/16 1/2 3/16 25/32 1/4 1/161/8 110 100

- - -1/4 125 450

1/8 Short 6-32 x 1 1/2" 5/16 1/2 3/8 1 1/4 1/2 1/81/4 65 350 1/4 25 190

1/2 300 425 1/2 90 165

1/8 Long 6-32 x 2" 5/16 1/2 3/4 1 11/16 7/8 5/85/8 430 450 5/8 130 205

7/8 450 450 7/8 145 275

1/8 Extra Long 6-32 x 2-1/2" 5/16 1/2 1 3/8 2 1/4 1 1/2 1 1/4 1 1/4 500 450 1 1/4 260 320

3/16 Short 10-24 x 2-1/4" 3/8 5/8 3/8 2 1/16 5/8 1/81/4 65 550 1/4 25 230

5/8 475 635 5/8 135 300

3/16 Long 10-24 x 2-3/4" 3/8 5/8 7/8 2 9/16 1 3/16 5/85/8 500 640 5/8 135 305

1 1/8 605 730 1 1/8 260 485

3/16 Extra Long 10-24 x 3-1/2" 3/8 5/8 1 1/2 3 3/16 1 3/4 1 1/4 1 1/4 660 765 1 1/4 300 490

1/4 Short 1/4-20 x 2 1/4" 1/2 11/16 3/8 2 1/16 5/8 1/81/4 65 600 1/4 25 240

5/8 500 850 5/8 140 300

1/4 Long 1/4-20 x 2 3/4" 1/2 11/16 7/8 2 9/16 1 3/16 5/85/8 560 900 5/8 155 330

1 1/8 720 1000 1 1/8 165 550

1/4 Extra Long 1/4-20 x 3-1/2" 1/2 11/16 1 1/2 3 3/16 1 3/4 1 1/4 1 1/4 765 1220 1 1/4 200 575

Description

A three-piece fastener consisting of (1) a cylindrical expander shell with longitudinal sections of its shank removed--this design allowsthe shell to be pulled toward the head and form anchoring legs on the blind side of the assembly. The shell has a threaded opening at

one end and a flanged collar at the opposite end with an opening sufficiently large enough to allow a screw to pass to the threadedopening. The flange of the collar has prongs which dig into the bearing surface at the front end of the assembly; (2) a combo-drive

pan head screw; (3) either a fiber or steel flat washer.


Steel hollow wall anchors are considered to be light-duty anchors. They require a pre-drilled hole and may be used in drywall,sheetrock, plaster or paneling. When properly installed, they will not crack or crumble the wall material and resist vibration. The

machine screw may be removed and inserted multiple times to accomodate an exchange of fixtures.

Material Shell: AISI C1008 - 1010 or equivalent cold-rolled steelScrew: Carbon steel with a minimum tensile strength of 60,000 psi.

Pullout Values Expansion sleeve hollow wall anchors shall not be removable or show evidence of failure when subjected to axially applied proof loadsas specified in the above table. The safe working load is one-fourth the average pullout values listed above.

Shear Strength The safe working load is one-fourth the average shear values listed above.

Plating See Appendix-A for plating information.

Anchors

259

Steel Hollow WallDriveStyle

DRIVE STYLE EXPANSION SHIELD HOLLOW WALL ANCHORS--STEEL

B notes Diam.

Screw SizeHoleSize

E D S

Grip Range

Performance in Plywood Performance in Drywall

Anchor Size

CollarDiam.

SleeveLength

OverallShell

Length

MaterialThick-ness

Pullout ShearMaterialThick-ness

Pullout Shear

Diam x L Ref Ref Ref Max Min Inches Lbs. Lbs. Inches Lbs. Lbs.

1/8 Extra Short 6-32 x 1-11/32" 5/16 1/2 3/16 25/32 1/4 1/161/8 110 100

- - -1/4 125 450

1/8 Short 6-32 x 1-25/32" 5/16 1/2 3/8 1 1/4 1/2 1/8 - - - 3/8 25 90

1/8 Long 6-32 x 2-11/32" 5/16 1/2 3/4 1 11/16 7/8 5/85/8 430 450 5/8 130 205

7/8 450 450 7/8 145 275

1/8 Extra Long** 6-32 x 2-11/32" 5/16 1/2 3/8 1 13/16 13/16 1/8 - - - 5/8 85 175

Description

A fastener consisting of (1) a cylindrical expander shell with longitudinal sections of its shank removed--this design allows the shell tobe pulled toward the head and form anchoring legs on the blind side of the assembly. The shell has a tapered, sharp point at one end

and a flanged collar at the opposite end with an opening sufficiently large enough to allow a screw to pass to the threaded opening.The flange of the collar has prongs which dig into the bearing surface at the front end of the assembly; (2) a combo-drive pan head

screw; (3) either a fiber or steel flat washer.


Drive style hollow wall anchors are considered to be light-duty anchors but do not require a pre-drilled hole since they can penetratedrywall or sheetrock. When properly installed, they will not crack or crumble the wall material and resist vibration. The machine

screw may be removed and inserted multiple times to accomodate an exchange of fixtures.

Material Shell: AISI C1008 - 1010 or equivalent cold-rolled steelScrew: Carbon steel with a minimum tensile strength of 60,000 psi.

Pullout Values Expansion sleeve hollow wall anchors shall not be removable or show evidence of failure when subjected to axially applied proof loadsas specified in the above table. The safe working load is one-fourth the average pullout values listed above.

Shear Strength The safe working load is one-fourth the average shear values listed above.


Anchors

260

PlasticRibbed Hollow Wall

*Recommended safe working load is one-fourth of the proof test load.

Description An injection-molded anchor with a ribbed shank which resists "backing-out" after installation and longitudinal slits along the shaftwhich allows the anchor to expand when a screw is inserted.


Plastic anchors are a more economical, light-duty part than steel hollow wall anchors. They can be used in sheetrock, plaster,brickwork, concrete or tile. The design of the collar allows plastic anchors to also be used in hollow materials. For use with

self-tapping or wood screws.

Material Polyvinylchloride or Polyethylene plastic

Pullout Values* 50 lbs.

Color Plastic anchors are usually, but not exclusively, supplied in white.

PLASTIC HOLLOW WALL ANCHORS

Part Number Screw Size Length of Anchor Drill Size

08PA 6-8 15/16 3/16

12PA 10-12 1 1/8 1/4

16PA 14-16 1 7/16 5/16

Anchors

261

Conical, Light DutyPlastic

DescriptionAn injection-molded anchor with a flanged opening at the top end and a cone-shaped body that is cupped at the opposite end. Ithas three horizontal slits cut into the body which extend from the bottom tip up the shank but stop before the flange. There are

also three horizontal fins extending from the flange at the top, down the shank but stop before reaching the bottom tip.


The conical plastic anchor is a light-duty part that can be used in drywall, concrete, hollow block or brick. It is not suited forapplications where holding power is important. For use with self-tapping or wood screws.

Material Engineered plastic

Tensile & Shearstrength*

See above table. These vales should be reduced by at least 75% to determine the safe working load in each application.

CONICAL PLASTIC ANCHOR

PartNumber

ScrewSize

L F

DrillSize

MinimumEmbedment

Depth

Performance Information

Length ofAnchor

FlangeDiameter

In 4000 psi.Concrete In Hollow Block In Solid Red Brick

Tensile Shear Tensile Shear Tensile Shear

0612PAC 6-8 3/4 19/64 3/16 3/4 210 240 180 215 100 230

0814PAC 8-10 7/8 19/64 3/16 7/8 440 280 290 235 160 260

1016PAC 10-12 1 3/8 1/4 1 550 350 350 280 280 320

1424PAC 14-16 1 1/2 7/16 5/16 1 1/2 840 575 840 530 880 500

Anchors

262

PlasticFluted, Light Duty

FLUTED PLASTIC ANCHOR

Part Number Screw Size Length of Anchor Drill SizeMinimum

Embedment Depth

Performance Information

In 4000 psi. Concrete

Tensile Shear

0416PAF 4-6 1 3/16 1 140 215

1016PAF 10-12 1 1/4 1 490 350

1424PAF 14 1 1/2 5/16 1 1/2 615 575

Description An injection-molded anchor with protruding ribs that extend from end to end. The openings at either end of the anchor areidentical.


The fluted plastic anchor is a light-duty part that can be used in stone, concrete, hollow block or brick. It is not suited forapplications where holding power is important and should not be installed in overhead areas. For use with self-tapping or wood

screws.

Material Engineered plastic

Tensile & Shearstrength*

See above table. These vales should be reduced by at least 75% to determine the safe working load in each application.

Anchors

263

DescriptionA two-piece assembly made of two semi-cylindrical hollow sections interlocked at the top, allowing the shield to expand when inplace. The bore of the shield is tapered, has an internal thread for about 2/3 of the length from the bottom. and a ribbed outer

surface which resists "backing out" of the hole into which it is inserted.


Lag Shields are medium-duty anchors which expand to fill the area of the pre-drilled hole when a lag screw is tightened into theshield. Extra-long sizes are for use in mortar or brick. Standard lengths are intended for use in concrete. They can be used in

solid or hollow base materials and are more resistant to temperature fluctuations and rust than other light-duty anchors.

Material Die-cast zinc

Pullout Values Shields shall meet the proof test loads as noted in the above table. When tested, they shall not be removable when set inconcrete of 3000 p.s.i. comprehensive strength and subjected to these specific test loads in an axial direction.

Plating Lag shields are usually supplied without any additional finishes.

L

Lag Screw ShieldDie-CastZinc


LAG SCREW EXPANSION SHIELDS FF-S-325, Group II, Type 1

Anchor SizeL Recommended Size of Hole Proof Test Loads*

Minimum Anchor Length Diameter Depth Lbs.

1/4 Short 1 1/2 1 400

1/4 Long 1-1/2 1/2 1-1/2 500

5/16 Short 1 1/2 1-1/4 800

5/16 Long 1-3/4 1/2 1-3/4 1000

3/8 Short 1-3/4 5/8 1-3/4 1300

3/8 Long 2-1/2 5/8 2-1/2 1600

1/2 Short 2 3/4 2 2100

1/2 Long 3 3/4 3 2800

Anchors

264

Split Drive

FLAT HEAD PAN HEAD

SPLIT DRIVE A NCHORS FF-S-325, Group VI

AnchorSize

FixtureClearance

Hole

H1 W1 H2 W2 H3 T Performance Data

Round Head Flat Head Tie-WireEmbedment

DepthIn 4000 psi. Concrete

Height Width Height WidthHead

HeightTie Wire

Hole

Ref Ref Ref Ref Ref Ref Min Tensile (lbs.) Shear (lbs.)

3/16 1/4 3/32 3/8 7/64 3/8 - - 7/8 1350 1520

1/4 5/16 1/8 1/2 9/64 1/2 5/8 13/64 1 1/8 2200 2320

3/8 7/16 3/16 3/4 - - - - 1 7/8 5300 7810

1/2 9/16 1/4 1 - - - - 2 5/8 6200 11,340

Description A one-piece steel anchor with two sheared or "split" halves at the base which are pre-expanded to a specific size. Split drive anchorsare available in flat head, pan and tie-wire head styles.


A light-duty anchor for use with dead loads in concrete or stone. The opening in the base of the anchor is of a size which, whenunder pressure, the anchor will try to regain, which creates the pressure on the inner walls of the hole, holding the fastening in

place. The friction caused by this expansion can compensate for poor grades of concrete.

Material Heat treated AISI 1038 or an equivalent alloy steel

Anchor Spacing Should be at least ten anchor diameters between anchors and a minimum of five anchor diameters from the edge of the worksurface.

Tensile and ShearStrengths

Split drive anchors shall not be removable or show evidence of failure when subjected to axially applied proof test loads as specifiedin the above table when set in concrete of 4000 psi. compressive strength. The suggested safe working load is one-fourth the loads

shown in the above table.

Plating Split drive anchors are most frequently supplied with a zinc plating.

TIE-WIRE HEAD

Flat, Pan& Tie-Wire

Anchors

265

Single & Double Expansion

L

D

SINGLE EXPANSION DOUBLE EXPANSION

SINGLE AND DOUBLE EXPANSION ANCHORSFF-S-325, Group II

Type 2, Class 2

BoltDiameter

RecommendedHole Diameter

Single Expansion Anchors Double Expansion Anchors

D LProof Test

Load(UltimateTensile

Strength)

D1 L1Proof Test Load(Ultimate Tensile

Strength)Minimum

Diameter ofShield Body

Minimum Length ofShield Body Minimum

Diameter ofShield Body

MinimumLength of

Shield BodyShort RegularIn 3000 psi.

strengthconcrete

In 3000 psi.strength concrete

1/4 1/2 7/16 1 1/4 1 1/2 800 1/2 1 1/4 1100

5/16 5/8 1/2 1 3/8 1 5/8 1100 9/16 1 5/8 1450

3/8 3/4 11/16 1 1/2 2 1450 11/16 2 1750

1/2 7/8 7/8 2 2 1/2 1850 7/8 2 1/4 2200

5/8 1 1 2 1/2 2 3/4 2400 1 2 3/4 3250

3/4 1 1/4 1 1/8 2 3/4 3 1/4 3000 1 1/8 3 1/4 4600

7/8 1 5/8 1 1/2 - 4 1/2 3700 1 1/2 4 5850

1 1 3/4 1 5/8 - 5 4400 1 5/8 4 1/4 6700

L1

D1

Style Single Expansion Double Expansion

Description

This anchor consists of three parts-- (A) a two-piece expansionshield held together by a steel band or wire, or interlocked by ears

and lugs; and (B) an expander nut. The outer surface of the shield isdesigned with ribs or corrugations to resist turning. The nut is either

conical or eliptical in shape so as to fit within the shield body.

This anchor consists of four parts-- a two-piece tubular shield, ahollow, wedge-shaped cone and a wedge-shaped nut-- broughttogether into a single anchor unit. The shields are connected bya pair of spring bands. At one end is the nut and at the other the

cone, each designed so as to not turn during expansion.


Used in soft masonry with machine screws or machine bolts whichare exposed to vibration or side pressure. The expander nut climbs

the anchor bolt as it is tightened, expanding the shield body. Thebolt can be removed and replaced without affecting the holding

power of the anchor system. Can also be used in harder materials,including stone, brick or concrete.

Used in soft masonry with machine screws or machine boltswhich are exposed to vibration or side pressure. As the anchor

sets, the opposite ends pull towards each other causing theelongation of the anchor body. It doesn't fracture and allows fora fastening of any length. Can also be used in harder materials,

including stone, brick, concrete or block.

Material Expansion shield and nut may be made of alloy zinc, brass, malleable iron or steel.

Anchor Spacing Anchors should be installed a minimum of ten anchor diameters between each other and a minimum of five anchor diameters from theedge.

Depth of Hole Should be equal to or slightly longer than the length of the anchor.

Tensile StrengthExpansion anchors shall not be removable or show evidence of failure when subjected to axially applied proof test loads as specified in

the above table when set in concrete of 3000 psi. compressive strength.The suggested safe working load is one-fourth the averageproof test loads shown in the above table.

Anchors

266

Wedge Anchor Dimensions &Performance Data

ICBO A PPROVED WEDGE ANCHORSFF-S-325 Group II,

Type 4, Class 1

W x LMinimum Embedment

(inches)Fastens Material Up To Thread Length

Average Ultimate Tensile & Shear Values

Anchor Size4000 psi concrete 2000 psi concrete

Tensile Shear

1/4-20 x 1-3/4

1

3/8 3/4

1500 9001/4-20 x 2-1/4 7/8 1-1/4

1/4-20 x 3-1/4 1-7/8 2

5/16-18 x 2-3/41-1/4

1-1/8 1-3/41900 2700

5/16-18 x 4 2-3/8 1

3/8-16 x 2-1/4

1-1/2

3/8 1

3600 4100

3/8-16 x 2-3/4 7/8 1-1/2

3/8-16 x 3 1-1/8 1-3/4

3/8-16 x 3-1/2 1-5/8 2-1/4

3/8-16 x 3-3/4 1-7/8 2-1/2

3/8-16 x 5 3-1/8 3-3/4

3/8-16 x 6-1/2 4-5/8 5-1/4

3/8-16 x 7 4-3/4 5-3/4

1/2-13 x 2-3/4

2

1/4 1-1/4

4800 6400

1/2-13 x 3-3/4 1/4 2-1/4

1/2-13 x 4-1/4 1-3/4 3

1/2-13 x 4-1/2 1-3/4 3

1/2-13 x 5-1/2 3 4

1/2-13 x 7 4-1/2 5-1/2

1/2-13 x 8-1/2 6 7

1/2-13 x 10 7-1/2 2-1/2

5/8-11 x 3-1/2

2-1/2

3/8 1-7/8

6500 9400

5/8-11 x 4-1/2 1-3/8 2-7/8

5/8-11 x 5 1-7/8 3-3/8

5/8-11 x 6 2-7/8 4-3/8

5/8-11 x 7 3-7/8 5-3/8

5/8-11 x 8-1/2 5-3/8 1-5/8

3/4-10 x 4-1/4

3

1/2 2-1/4

7200 14,800

3/4-10 x 4-3/4 1 2-3/4

3/4-10 x 5-1/2 1-3/4 3-1/2

3/4-10 x 6-1/4 2-1/4 4-1/4

3/4-10 x 7 3-1/4 5

3/4-10 x 8-1/2 4-3/4 1-3/4

3/4-10 x 10 6-1/4 1-3/4

7/8-9 x 6

3-1/2

1-5/8 2

12,800 21,5007/8-9 x 8 3-5/8 2

7/8-9 x 10 5-5/8 2

1-8 x 6

4

1 2-3/8

13,700 27,3001-8 x 9 4 2-3/8

1-8 x 12 7 2-3/8

1 1/4-7 x 95-5/8

2-1/8 3-1/427,320 38,035

1 1/4-7 x 12 5-1/8 3-1/4

Anchors

267

MaterialSpecifications Wedge Anchor

DescriptionA four-piece assembly consisting of (1) an anchor bolt threaded at one end with a unified pitch, and a shoulder at the opposite end whichretains a free-spinning clip, (2) a clip with three lateral slits and projections designed to exert greater holding power the greater the load

that is applied, (3) a hex nut, and (4) a flat washer.


These are heavy-duty, non-bottom bearing anchors of greater shear strength than other light and medium-duty expansion anchors. Thedesign of the expansion clip assures full contact with the masonry. Wedge anchors withstand temperature fluctuations well. For best

performance, minimum anchor spacing should be 10 hole diameters and minimum edge distance be 5 hole diameters.

Material

Carbon Steel Type 304 Stainless

Anchor Body: AISI 1018 - 12L14 or equivalent free-machiningcarbon steel

Expansion Wedge: AISI C1008 - 1010 or equivalent carbon steelNut: ASTM A-563 Grade-A carbon steel

Washer: Carbon steel

Anchor Body: Type 304Cu (1/4" thru 3/4" diameters)Type 304 (7/8 thru 1-1/4" diams & all lengths over 7")

Expansion Wedge: Type 304 stainlessNut: 18-8 stainless

Washer: 18-8 stainless

Ultimate ShearStrength

See average test values as listed in above table. Important: The maximum working loads should not exceed 1/4 of the average ultimatevalues for a specific size.

Plating Steel wedge anchors are typically zinc or mechanically galvanizedplated

Stainless wedge anchors are usually supplied without any additionalcoating.

Anchors

268

Sleeve Anchor Flat & ThresholdFlat Head

Description

A device for giving stability to one part of a structure by making it fast to another consisting of (A) a threaded stud with a conical endflared outward; (B) a hollow, cylindrical dilating sleeve assembled over the stud and positioned against the minor diameter of the cone;

(C) a countersunk flat head at the end opposite the cone. The head height of the threshold flat head is less than a standard flat headsleeve anchor.


The anchor works by expanding against the material in which it is embedded. When the flat head is turned clockwise the conical end ispulled into the dilating sleeve pushing it outward 360° around the anchor into the masonry. They are designed to be used in solid or

hollow masonry, including cinder block, brick, marble and concrete. One advantage of the sleeve anchor is that it can be removed afterit's been installed. Another is that the length of the sleeve induces less stress on the substrate than does a wedge anchor. The flat headvariety is well-suited for anchoring windows and doorframes. The threshold flat head design is specifically for anchoring thresholds and

is only available in steel.

Material

Steel Stainless

Threaded Bolt: AISI 1010 - 1018 steelSleeve: AISI 1010 - 1020 steel

Threaded Bolt: 18-8 stainless steelSleeve: Type 304 stainless steel

Anchor Spacing Anchors should be installed with a minimum of 10 anchor diameters between each other and a minimum of 5 diameters from the edge.

Tensile Strength The suggested safe working load is one-fourth of the average proof test load shown in the above table.

Shear Strength The suggested safe working load is one-fourth of the average proof test load shown in the above table.

Plating Steel sleeve anchors are usually supplied with a zinc plating. Stainless sleeve anchors usually have no additional finish.

SLEEVE ANCHORS, THRESHOLD FLAT HEADFF-S-325, Group II,

Type 3, Class 3

A X L H W

DrillDiameter

FixtureClearance

Hole

MinimumEmbedment

SRequired Torqueto Set (Ft. Lbs.)

TensileStrength

(psi.)

ShearStrength

(psi.)Anchor Diam x

Length

HeadHeight

HeadWidth Thread Size

of StudRef Ref Carbon Steel 4000 psi. Concrete Strength

1/4 x 2 5/64 23/64 1/4 5/16 1 1/8 10-24 4 1440 1630

Flat Head Threshold Flat Head

SLEEVE ANCHORS, FLAT HEADFF-S-325, Group II,

Type 3, Class 3

A X L H W

DrillDiameter

FixtureClearance

Hole

MinimumEmbedment


TensileStrength

(psi.)

ShearStrength

(psi.)Anchor Diam x

Length

HeadHeight


of StudRef Ref Carbon

SteelStainless

Steel4000 psi. Concrete Strength

1/4 x 2

5/32 1/2 1/4 5/16 1 1/8 10-24 4 3 1440 16301/4 x 3

1/4 x 4

3/8 x 2 3/4

15/64 3/4 3/8 7/16 1 5/8 5/16-18 16 11 2700 32503/8 x 4

3/8 x 5

3/8 x 6

Anchors

269

Hex Nut &Washer style Sleeve Anchor

SLEEVE ANCHORS, HEX HEADFF-S-325, Group II,

Type 3, Class 3

A X L H F W

DrillDiameter

FixtureClearance

Hole

MinimumEmbedment


TensileStrength

(psi.)

ShearStrength

(psi.)Anchor Diam x

Length

NutHeight

HeadWidth

WasherO.D. Thread Size

of StudRef Ref Ref Carbon

SteelStainless

Steel4000 psi. Concrete

Strength

5/16 x 1 1/27/32 7/16 5/8 5/16 3/8

1 3/81/4-20 8 -

- -

5/16 x 2 1/2 1 1/2 1750 2015

3/8 x 1 7/8

17/64 1/2 13/16 3/8 7/16 1 5/8 5/16-18 16 11 2700 32503/8 x 3

3/8 x 4

1/2 x 2 1/4

21/64 9/16 1 1/2 9/16

2 1/8

3/8-16 28 20

- -

1/2 x 3

2 1/4 5015 63721/2 x 4

1/2 x 6

5/8 x 2 1/4

7/16 3/4 1 3/8 5/8 11/16

2 1/8

1/2-13 60 42

- -

5/8 x 3

2 3/4 6345 10,2555/8 x 4 1/4

5/8 x 6

3/4 x 2 1/2

35/64 15/16 1 3/4 3/4 15/16

2 1/8

5/8-11 90 60

- -

3/4 x 43 3/8 9135 12,800

3/4 x 5 3/4

DescriptionA device for giving stability to one part of a structure by making it fast to another consisting of (A) a threaded stud with a conical end

flared outward; (B) a hollow, cylindrical dilating sleeve assembled over the stud and positioned against the minor diameter of the cone; (C)a washer and hex nut assembled at the end opposite the cone.


The anchor works by expanding against the material in which it is embedded. When the hex nut is tightened the conical end is pulled intothe dilating sleeve pushing it outward 360° around the anchor into the masonry. They are designed to be used in solid or hollow

masonry, including cinder block, brick, marble and concrete. One advantage of the sleeve anchor is that it can be removed after it's beeninstalled. Another is that the length of the sleeve induces less stress on the substrate than does a wedge anchor. It is well-suited for

permanently anchoring heavy equipment to concrete.

Material

Steel Stainless

Threaded Bolt: AISI 1010 - 1018 cold rolled steelSleeve: AISI 1008 cold rolled steel

Nut: Shall be made from a low carbon steel which conforms to thefollowing chemical composition requirements: Carbon- 0.58%

maximum; Phosphorus- 0.13% maximum; Sulfur- 0.23% maximumWasher: AISI 1008 - 1010 cold rolled steel


Nut: Type 304 stainless steelWasher: 18-8 stainless steel




Plating Steel sleeve anchors are usually supplied plated zinc. Stainless sleeve anchors usually have no additional finish applied.

Anchors

270

Sleeve Anchor RoundHead

SLEEVE ANCHORS, ROUND HEADFF-S-325, Group II,

Type 3, Class 3

A X L H W

DrillDiameter

FixtureClearance

Hole

MinimumEmbedment


TensileStrength

(psi.)

ShearStrength

(psi.)Anchor Diam x

Length

HeadHeight


of StudRef Ref Carbon

SteelStainless

Steel4000 psi. Concrete Strength

1/4 x 2

11/64 29/64 1/4 5/16 1 1/8 10-24 4 3 1440 16301/4 x 2 3/4

1/4 x 3 3/4

3/8 x 2 1/215/64 43/64 3/8 7/16 1 5/8 5/16-18 16 11 2700 3250

3/8 x 3 3/4


flared outward; (B) a hollow, cylindrical dilating sleeve assembled over the stud and positioned against the minor diameter of the cone;(C) a slotted, dome-shaped head at the end opposite the cone.



hollow masonry, including cinder block, brick, marble and concrete. One advantage of the sleeve anchor is that it can be removed after it'sbeen installed. Another is that the length of the sleeve induces less stress on the substrate than does a wedge anchor. It is well-suited for

permanently anchoring heavy equipment to concrete.

MaterialSteel Stainless







Anchors

271

Sleeve AnchorAcorn NutStyle

SLEEVE A NCHORS, ACORN NUTFF-S-325, Group II,

Type 3, Class 3

A X L H F W

DrillDiameter

FixtureClearance

Hole

MinimumEmbedment


TensileStrength

(psi.)

ShearStrength

(psi.)Anchor Diam x

Length

NutSide

Height

HeadWidth


of Stud

Ref Ref Ref CarbonSteel

StainlessSteel

4000 psi. ConcreteStrength

1/4 x 5/8

3/16 3/8 1/2 1/4 5/16

1/2

10-24 4 3

- -

1/4 x 1 3/81 1/8 1440 1630

1/4 x 2 1/4

DescriptionA device for giving stability to one part of a structure by making it fast to another consisting of (A) a threaded stud with a conical endflared outward; (B) a hollow, cylindrical dilating sleeve assembled over the stud and positioned against the minor diameter of the cone;

(C) a washer and low-crown cap nut assembled at the end opposite the cone.



hollow masonry, including cinder block, brick, marble and concrete. One advantage of the sleeve anchor is that it can be removed after it'sbeen installed. Another is that the length of the sleeve induces less stress on the substrate than does a wedge anchor. The acorn nut

variety is preferred when a decorative finished look is desired (ie. attaching theater seating to the floor).

Material

Steel Stainless

Acorn Nut: AISI 1010 - 1018 steelWasher: Hot-rolled, hot-rolled & pickled, or cold-rolled steel


Acorn Nut: Type 304 stainless steelWasher: 18-8 stainless steel






Anchors

272

Sleeve Anchor RodHanger


flared outward; (B) a hollow, cylindrical dilating sleeve assembled over the stud and positioned against the minor diameter of the cone; (C)a washer and hex coupling nut assembled at the end opposite the cone.


The anchor works by expanding against the material in which it is embedded. When the hex nut is tightened the conical end is pulled intothe dilating sleeve pushing it outward 360° around the anchor into the masonry. They are used to attach threaded rod to cinder block,marble, concrete or thin wall. One advantage of the sleeve anchor is that it can be removed after it's been installed. Another is that the

length of the sleeve induces less stress on the substrate than does a wedge anchor.

Material

Threaded Bolt: AISI 1010 - 1018 cold rolled steelSleeve: AISI 1008 cold rolled steel

Rod Coupling: AISI 12L14 or equivalent steelWasher: AISI 1008 - 1010 cold rolled steel




Plating Steel sleeve anchors are usually supplied plated zinc.

SLEEVE ANCHORS, ROD HANGERFF-S-325, Group II,

Type 3, Class 3

A X L H F W

DrillDiameter

MinimumEmbedment


TensileStrength

(psi.)

ShearStrength

(psi.)Anchor Diam

x Length

CouplingNut

Height

WrenchingSize


of StudRef Ref Ref Carbon Steel

4000 psi. ConcreteStrength

3/8 x 1 7/8 1 1/2 13/16 3/8 1 5/8 5/16-18 16 2700 3250

1/2 x 2 1/4 1 1/4 11/16 1 1/2 2 1/4 3/8-16 28 5015 6372

Anchors

273

Sleeve AnchorTieWire

SLEEVE ANCHORS, TIE-WIREFF-S-325, Group II,

Type 3, Class 3

A X L H W T

DrillDiameter

MinimumEmbedment


TensileStrength

(psi.)

ShearStrength

(psi.)Anchor Diam x

Length

HeadHeight

HeadWidth

Tie-WireHole Size Thread Size

of StudRef Ref Ref Carbon Steel 4000 psi. Concrete Strength

5/16 x 1 1/2 1 9/16 31/64 1/4 5/16 1 1/2 1/4-20 8 1750 2015

DescriptionA device for giving stability to one part of a structure by making it fast to another consisting of (A) a threaded stud with a conical endflared outward; (B) a hollow, cylindrical dilating sleeve assembled over the stud and positioned against the minor diameter of the cone;

(C) at the end opposite the cone is a head which is flat on two sides with a hole in its center.



hollow masonry, including cinder block, brick, marble and concrete. One advantage of the sleeve anchor is that it can be removed after it'sbeen installed. Another is that the length of the sleeve induces less stress on the substrate than does a wedge anchor. It is designed for

hanging acoustical dropped ceilings or lighting fixtures suspended from above.

MaterialThreaded Bolt: AISI 1010 - 1018 steel

Sleeve: AISI 1010 - 1020 steel




Plating Steel sleeve anchors are usually supplied plated zinc.

Anchors

274

Plastic Toggles

PLASTIC TOGGLE ANCHORSFF-S-325 Group V,

Type 2, Class 4

PartNumber

SizeWall

ThicknessDrill

Diameter

ScrewDiameter

Range

MinimumScrewLength

FMinimum

Embedment

Performance inWallboard

Performance inCinder Block

FlangeDiameter

Tensile Shear Tensile Shear

284835 Extra Short 1/8 5/16 #6 - #12 1 29/64 5/8 120 100 - -

284873 Short 3/8 5/16 #6 - #12 1 1/4 1/2 1 1/8 135 165 240 220

284888 Medium 1/2 5/16 #6 - #12 1 1/4 1/2 1 1/4 150 220 280 230

284891 Long 5/8 5/16 #6 - #12 1 1/2 1/2 1 3/8 170 250 350 230

284909 Extra Long 3/4 5/16 #6 - #12 1 3/4 1/2 1 1/2 180 250 400 240

284918 XX-Long 1 5/16 #6 - #12 2 1/2 1 3/4 220 250 450 250

Description A one-piece, plastic anchor with a cylindrical body and four legs. The hole through the center of the body has ribs on the outside tohold the anchor in place during installation.


When a tapping screw is driven into the toggle, the legs collapse which forms a tongue. As the screw is driven through the body, itpulls in and expands the legs. Plastic toggles are intended for lightweight duty in hollow walls (wallboard or plaster), ie. drapery rods,

junction boxes, soap dishes, towel bars, etc.. The anchor remains in place even after the screw is removed.

Material Engineered Plastic

Anchor Spacing Anchors should be spaced 18-24 inches center to center (spacing can be closer in high-density material).

Tensile and ShearStrengths The suggested safe working load is one-fourth the average maximum proof test loads listed in the above table.

Anchors

275

Plastic &Die-cast Zinc One-Step

*ITW Buildex is the original writer of these anchor specifications.

Description A tubular device, tapered from top to bottom, with a countersunk lip at the top end, a deep cutting thread around the outside of theanchor body, and a tapered end at the bottom designed to puncture and drill a hole in drywall..


This anchor drills its own hole in, and works in any thickness of drywall, without tearing the paper coating. It can easily be backed outof its hole with a #2 screwdriver bit. It's designed for use in lightweight applications, such as curtain hardware, small pictures and

lightweight signs. It should not be used for overhead applications. The nylon variety is used when requiring a non-conductive anchor.

Material Metal: Die-cast zincPlastic: Injection molded Nylon

Anchor Spacing Anchors should be 18-24 inches apart from each other (measured from the center of the anchor).

Tensile & ShearStrength The suggested safe working load is one-fourth the average test loads shown in the above table.

ONE-STEP WALLBOARD A NCHOR

For Usewith

Screws ofthese

NominalDiameters

D L

WallThickness

Range

Ultimate Tensile Strength Ultimate Shear Strength

CollarDiameter

AnchorLength

Gypsum Thickness Gypsum Thickness

3/8" 1/2" 5/8" 3/4" 3/8" 1/2" 5/8" 3/4"

6 15/32 1-5/16 3/8 to 5/8" 45 55 70 75 50 55 70 80

8 9/16 1 11/16 3/8 to 1" 50 65 80 85 60 70 100 100

Anchors

276

Lead Wood Screw Style

DescriptionA hollow, cylindrical anchor which is split from the bottom up for the majority of its length and has longitudinal ribs for part of its

length. The diameter at the split (bottom) end is tapered; the top end is flared to a wider diameter than the remainder of the anchor'sbody.


Used with wood screws, lags and tapping screws for light duty applications in brick, block, drywall, masonry or concrete. Will conformto irregular, out-of-round holes.

Material Lead alloy

Anchor SpacingAnchors should be installed a minimum of ten anchor diameters between each other and a minimum of five anchor diameters from the

edge.

Depth of Hole Sould be at least 1/4" longer than the length of the anchor.

Tensile Strength The suggested safe working load is one-fourth the average proof test loads shown in the above table.

L

D

LEAD WOOD SCREW ANCHORFF-S-325 Group IV,

Type 1

Wood ScrewSize

Fractional ScrewSize

D LProof Test Loads (pounds)

Nominal OutsideDiameter Lengths Anchor Lengths (inches)

3/4" 1" 1 1/2"

6 1/8 - 3/16" 1/4" 3/4, 1, 1 1/2 80 88 100

8 1/8 - 3/16" 1/4" 3/4, 1, 1 1/2 88 122 192

10 3/16 - 1/4" 5/16" 3/4, 1, 1 1/2 100 160 540

12 3/16 - 1/4" 5/16" 3/4, 1, 1 1/2 104 196 624

14 1/4 - 5/16" 3/8" 1, 1 1/2, 2 192 360 800

16 5/16" 3/8" 1, 1 1/2, 2 ---- 380 900

18 5/16" 3/8" 1, 1 1/2, 2 ---- 412 940

Anchors

277

Machine Screw Style

MACHINE SCREW ANCHORSFF-S-325, Group I,

Type 1, Class 1

SizeDrill

Diameter

InstallationTorque Minimum

Embedment

Performance in4000 psi Concrete

Performance inC-90 Hollow Block

Performance inSolid Red Brick

Tensile Shear Tensile Shear Tensile Shear

Max lbs. lbs. lbs. lbs. lbs. lbs.

6-32 5/16 10 in. lbs. 1/2 770 220 460 180 670 220

8-32 5/16 15 in. lbs. 1/2 945 835 680 720 740 835

10-24 3/8 20 in. lbs. 5/8 1340 1200 740 1130 1050 1140

1/4-20 1/2 60 in. lbs. 7/8 2340 1800 880 1340 1460 1580

5/16-18 5/8 7 ft. lbs. 1 3020 2640 1820 1700 1730 2140

3/8-16 3/4 10 ft. lbs. 1 1/4 4810 4220 2280 2430 2200 3870

1/2-13 7/8 15 ft. lbs. 1 1/2 5930 5800 2360 3440 3270 4860

Description

An anchoring device consisting of (A) an internally threaded conical expander designed with some means (ie. ribs or knurls) toprevent it from turning during expansion; and (B) an expansion sleeve which slips over the expander. The outer walls of the sleevecan be either straight cylindrical or tapered, and the surface either smooth or corrugated. A spherical steel lockwasher at the top of

the expansion sleeve is optional.


A caulking type anchor which provides a quick setting in brick, concrete or stone. The lead shield's maleability enable it to fill unevenor irregular spots in the hole. When tamped, the expansion sleeve holds the expander inside the hole in the masonry, equally

distributing the load around the anchor. Fixtures can be removed or replaced without sacrificing holding power.

Material Cone: May be one of the following materials: Brass, Malleable Iron, Steel or Die Cast Zinc Alloy;Expander Shield: Lead or 3-5% Antimonial Lead Alloy

Tensile and ShearValues

Machine screw anchors shall not be removable or show evidence of failure when subjected to tensil and shear test loads as specifiedin the above table. The suggested safe working load is one-fourth the average test proof loads shown in the above table.

Anchors

278

Concrete Screws Dimensions

FLAT PHILLIPS CONCRETE SCREWS

D

Thread SizeFixture Clearance

Hole

H F

Phillips Driver BitSize

Nominal Diameter

Head Height Head Diameter

Ref Ref

3/16 11-16 1/4 9/64 3/8 2

1/4 1/4-15 5/16 3/16 1/2 3

SLOTTED HEX WASHER CONCRETE SCREWS

D

Thread SizeFixture Clearance

Hole

H F W T

Nominal Diameter

Head HeightWidth Across the

Flats Washer DiameterWasher

Thickness

Ref Ref Ref Ref

3/16 11-16 1/4 7/64 1/4 11/32 1/32

1/4 1/4-15 5/16 9/64 5/16 13/32 1/32

Anchors

279

*ITW Buildex is the original writer of these concrete screw specifications.

DescriptionAn externally threaded, hardened screw with a double lead, consisting of alternating raised and lowered threads with notches cut into

the raised threads, and a diamond-shaped, nail-type point.


Cuts its own threads and when used in concrete, block or brick. Eliminates the need for an anchor when used in light or medium-dutyapplications. When used in concrete, it can be removed and re-driven into the same hole. Special carbide bits are recommended for

driving concrete screws into masonry. Some applications include anchoring the following to masonry: electrical junction boxes,wooden beams, plywood, exterior insulation, metal flashing, thresholds.

Material Case hardened AISI 1022 steel

Anchor Spacing Concrete screws should be installed a minimum of ten anchor diameters between each other. They have an advantage over most othertypes of masonry anchors in that they can be installed close to the edge of the material in which they are installed.

Depth of Hole Hole should be of a depth equal to the required embedment plus 1/2".

Tensile and ShearStrength

The suggested safe working load is one-fourth the average proof test loads shown in the above table.

Plating The most popular coating for concrete screws is a blue polymer finish.

Concrete ScrewsPerformanceData

CONCRETE SCREWS ITW Buildex*

DxL

Drill BitMinimum

EmbedmentMaximum

Embedment

MaximumFixture

Thickness

UltimateTensile

Strength(lbs.)

UltimateShear

Strength(lbs.)

UltimateTensileStrength

(lbs.)

UltimateShear

Strength(lbs.)Screw Size

(Diameter xLength) In 4000 psi. Concrete,

1-1/4" embedmentIn Concrete Block,1-1/4" embedment

3/16 x 1-1/4 5/32 x 3-1/2

1 1-3/4

0 - 1/4"

1060 1250 760 1020

3/16 x 1-3/4 5/32 x 3-1/2 1/4 - 3/4"

3/16 x 2-1/4 5/32 x 4-1/2 3/4 - 1-1/4"

3/16 x 2-3/4 5/32 x 4-1/2 1-1/4 - 1-3/4"

3/16 x 3-1/4 5/32 x 5-1/2 1-3/4 - 2-1/4"

3/16 x 3-3/4 5/32 x 5-1/2 2-1/4 - 2-3/4"

3/16 x 4 5/32 x 5-1/2 2-1/2 - 3"

1/4 x 1-1/4 3/16 x 3-1/2 0 - 1/4"

1540 2150 880 1270

1/4 x 1-3/4 3/16 x 3-1/2 1/4 - 3/4"

1/4 x 2-1/4 3/16 x 4-1/2 3/4 - 1-1/4"

1/4 x 2-3/4 3/16 x 4-1/2 1-1/4 - 1-3/4"

1/4 x 3-1/4 3/16 x 5-1/2 1-3/4 - 2-1/4"

1/4 x 3-3/4 3/16 x 5-1/2 2-1/4 - 2-3/4"

1/4 x 4 3/16 x 5-1/2 2-1/2 - 3"

1/4 x 5 3/16 x 6-1/2 3-1/4 - 4"

1/4 x 6 3/16 x 7-1/2 4-1/4 - 5"

Anchors

280

Nail In Nylon

NYLON NAIL ANCHORSFF-S-325,Group V,

Type 2, Class 4

AnchorSize

FixtureClearance

Hole

H1 W1 H2 W2 H3 W3 Performance Data

Mushroom Head Flat Head Round Head

EmbedmentDepth

In 4000 psi.Concrete

In C-90 HollowBlock

In Solid RedBrick

Height Width Height Width Height Width

Ref Ref Ref Ref Ref Ref Tensile(lbs.)

Shear(lbs.)

Tensile(lbs.)

Shear(lbs.)

Tensile(lbs.)

Shear(lbs.)

3/16 1/4 1/8 9/16 1/8 3/8 1/8 3/83/4 195 320 170 280 155 320

1 220 320 180 280 170 320

1/4 5/16 1/8 9/16 1/8 7/16 1/8 7/16

5/8 140 500 110 320 150 500

3/4 240 500 160 320 200 500

1 250 500 170 320 220 500

1 1/2 270 500 200 320 240 500

2 285 500 - - - -

Description

A fastening system which consists of two parts: (1) a nylon piece similar in design to a blind rivet which has a cylindrical shank spliton two sides, 180° apart, extending from the bottom of the shank up most of the distance to the head. The shank has several ribs

extending completely around its circumference. Mushroom, pan and flat head styles are available; (2) a steel pin expander whichpasses through a concentric channel extending from an opening in the top of the head of the nylon piece down into the shank to a

point just below the spot where the split ends below the head. The pin has a slot across the top of its head, a chiseled point similarto a nail, and threads on its own shank which helps to lock the anchor in place upon installation.


Installation is achieved by inserting the end of the nylon shank into a pre-drilled hole and hammering the head of the nail until itmeets the head of the anchor body. Driving the nail through the body expands the split ends which allows the ribs to grip the wall of

the prepared hole. This is a light duty anchor for use in solid materials such as concrete, brick and block, preferred when fixturesmust be attached without chipping the fixture or the masonry. Can also be used like a toggle bolt in wallboard or plaster, or as ablind rivet in joining several thicknesses of material together, especially in applications subject to vibration. The nylon withstands

temperatures from -40°F to 170°F.

Material Body: Injection molded thermoplastic nylonExpander Pin: AISI 1018-1021 or equivalent cold rolled steel, zinc plated

Anchor Spacing Anchors should be spaced 18-24 inches apart (measured from the center of the anchor)

Minimum HoleDepth

Hole should be drilled to a depth of at least 1/4" deeper than the required embedment. Likewise, the thickness of the base materialshould be at least 125% of the embedment to be used.

Tensile StrengthNylon nail anchors shall not be removable or show evidence of failure when subjected to axially applied proof test loads as specifiedin the above table when set in concrete of 3000 psi. compressive strength. The suggested safe working load is one-fourth the loads

shown in the above table.

Anchors

281

Steel &Stainless

Hammer Drive


DescriptionA two-piece fastener consisting of a tubular stem with a dome or flat-fillister shaped head and a nail which is driven through the hollowcenter of the stem of the anchor. The stem is slit longitudinally on opposite sides from the bottom of the shank to the place where the

point of the nail extends into the stem.


Hammer drives are considered to be light-duty anchors. They are designed for attaching termination bar to solid concrete, solid brick,block or masonry walls. Its advantages include ease of installation, its immediate loading capabilities and the tamper-resistant nature

of the finished assembly.

MaterialSteel/Zamac Stainless

Anchor: Zinc AlloyPin: AISI 1018 or equivalent carbon steel

Anchor: Zinc AlloyPin: Type 304 stainless steel

Proof Load Hammer drive anchors shall not be removable when set in concrete of 3000 psi compressive strength and subjected to the test loadsin an axial direction, as specified in the above table. The masonry shall show no evidence of failure attributable to the anchor.

Plating Pins of steel hammer drive anchors are commonly supplied with azinc plating.

Stainless hammer drive anchors do not have additional coatingsapplied.

ZINC ALLOY HAMMER DRIVE ANCHORSFF-S-325, Group V,

Type 2, Class 3

AnchorSize

FixtureClearance

Hole

H1 W1 H2 W2 Performance Data

Mushroom Head Flat Head

EmbedmentDepth

In 4000 psi.Concrete

In C-90 HollowBlock In Solid Red Brick

Height Width Height Width

Ref Ref Ref Ref Tensile(lbs.)

Shear(lbs.)

Tensile(lbs.)

Shear(lbs.)

Tensile(lbs.)

Shear(lbs.)

3/16 1/4 7/64 13/32 - - 3/4 500 1000 270 860 460 920

1/4 5/16 9/64 35/64 3/16 35/64

5/8 600 1500 360 1040 570 1250

3/4 720 1500 480 1160 790 1400

1 820 1500 590 1320 820 1400

1 3/8 1150 1500 800 1320 950 1400

1 1/2 1300 1500 965 1320 1015 1400

Anchors

282

Toggle Bolt Steel

TOGGLE B OLTS

AnchorSize

ThreadSize

DrillBit

Size

M S R D W Performance Information

MushroomHead Height

MushroomHead Diameter

Round HeadHeight

Round HeadDiameter

WingClearance

In 1/2"Wallboard In Hollow Block

Max Min Max Min Max Min Max Min Tensile(lbs.)

Shear(lbs.)

Embed-ment

Depth

Tensile(lbs.)

Shear(lbs.)

1/8 6-32 3/8 .097 .072 .270 .256 .103 .091 .260 .240 1-1/16 200 205 3/8 310 270

3/16 10-24 1/2 .133 .099 .373 .357 .137 .123 .359 .334 1-3/8 245 280 1/2 430 700

1/4 1/4-20 5/8 .175 .130 .492 .473 .175 .160 .472 .443 1-1/2 310 350 5/8 830 1390

5/16 5/16-18 7/8 .218 .162 .615 .594 .216 .198 .590 .557 2-1/8 330 420 7/8 1070 2980

3/8 3/8-16 7/8 .261 .195 .740 .716 .256 .237 .708 .670 2-1/8 340 440 7/8 1385 3120

1/2 1/2-13 1-1/4 .348 .260 .987 .958 .355 .332 .813 .766 3 435 470 1-1/4 2550 3620

DescriptionA fastening system consisting of (1) two matching steel "wings" each bent at two 900 angles, (2) an internally threaded nut with

protrusions spaced 1800 apart which serves as a pivot attaching the two wings, (3) a wire spring providing the necessary tensionto open and close the wings, and (4) a machine screw which mates with the nut.


Toggle bolts are light-duty anchors for use in hollow block or gypsum wallboard. They spread the load over a larger area and aremore temperature resistant than other hollow wall anchors. They are single-use anchors.

MaterialWing Body: AISI 1008-1010 or equivalent cold rolled steel

Trunnion Nut: 1/4 thr 3/8": AISI 1010 steel: 1/2": Zamac alloyScrew: carbon steel

Tensile and ShearStrengths

Ultimate load capacities for toggle bolts in various materials are listed in the above table. The suggested safe working load is 1/4the loads listed here.

Plating Toggle bolts are commonly supplied with a clear zinc finish.

Anchors

283

Steel Toggle Wing

**Industry standards do not list tensile values for this size.

S

T

TOGGLE WINGSFF-B-588E, Type 1,

Class A

Thread Size or BoltDiameter

S T Recommended Hole SizeProof Load, Lbs.

(min)Wing Spread (min)

Metal Thickness(min)

Nom Max

6-32 (1/8) .75 .024 .38 .50 175

8-32 (5/32) 1.00 .024 .43 .50 **

10-24 (3/16) 1.50 .028 .50 .62 350

1/4-20 (1/4) 1.75 .035 .62 .75 600

5/16-18 (5/16) 2.00 .042 .88 1.00 900

3/8-16 (3/8) 2.25 .047 .88 1.00 1100

1/2-13 (1/2) 3.50 .062 1.12 1.25 1500

DescriptionA four-piece fastener consisting of (1) two matching steel "wings" each bent at two 900 angles, (2) an internally threaded nut with

protrusions spaced 1800 apart which serves as a pivot attaching the two wings, and (3) a wire spring providing the necessarytension to open and close the wings.


Toggle wings are light-duty anchors for use in hollow base material applications. They spread the load over a larger area andare more temperature resistant than other hollow wall anchors. They are single-use anchors.

Material AISI 1008 or equivalent cold rolled steel

Proof Load Toggle wings shall meet the minimum proof load values as noted in the above table. The suggested safe working load is 1/4 theloads listed here.


Anchors

284

AlloySteelDrive Pin

D

L

DescriptionA nail-type fastener with a 3/8" diameter steel washer as an integral part of the nail, approximately 1/3 up the shank of the nail from the

point.


Used to anchor metal, plastic, wood, particle board or fiber board in concrete, block or brick. It doesn't require a pre-drilled hole andcan be set with a hammer when using a setting tool designed for drive pins.

Material Heat treated alloy steel

Anchor Spacing Anchors should be installed a minimum of ten anchor diameters between each other and a minimum of five anchor diameters from theedge.

*Drive pin dimensions are based on those originally published by the U.S. Anchor Corporation.

DRIVE PINS U.S. Anchor Corp*

HxLPin Diameter Minimum Embedment

Head Diameter x Overall Length

1/4 x 1/2 1/7 3/8

1/4 x 3/4 1/7 5/8

1/4 x 1 1/7 5/8

1/4 x 1 1/4 1/7 5/8

1/4 x 1 1/2 1/7 5/8

1/4 x 2 1/7 5/8

1/4 x 2 1/2 1/7 5/8

1/4 x 3 1/7 5/8

Anchors New Pgs-98 - Kanebridge · 2004. 6. 11. · Anchors 257 Drop-In Style DROP-IN ANCHORS...

Documents

Transcript of Anchors New Pgs-98 - Kanebridge · 2004. 6. 11. · Anchors 257 Drop-In Style DROP-IN ANCHORS...