description advantages true embedment pin · pdf fileactual embedment depth into the concrete...

TE PinPART

NUMBERSHANK LENGTH IN. (mm)

DESCRIPTION

TE12 0.545 (13.8) 1/2" Premium Steel Pin

TE34 13/16 (20.6) 3/4" True Embedment Pin

TE100 1-1/16 (27.0) 1" True Embedment Pin

TE114 1-5/16 (33.3) 1-1/4" True Embedment Pin

TE112 1-9/16 (39.7) 1-1/2" True Embedment Pin

Call our toll free number 800-387-9692 or visit www.itwconstruction.ca for general information.Visit Ramset’s web site www.ramset.com for the most current product and technical information.

Construction Products

R 43

How they work:For example, using the 1" .157 TE Pin, the actual embedment depth into the concrete is 1". There is no longer a need to use a 1-1/4" pin for 1" embedment.

Ramset's Power Point technology and unique pin design provides for easier penetration into hard steel reducing failures and increasing holding value.

Embedment depth is easily identifiable by head stamps.

True Embedment Pin

"Finally, I don't have to use a 1-1/2" pin to get the 1-1/4" embed-ment specified."

TE pins do not function with Ramset D60 tool

POWDER FASTENERSDESCRIPTIONThe Ramset® .157 True Embedment Pin is sized to provide you with True Embedment depths in track up to 14 gauge. You are assured to meet the required embedment depths into concrete or steel without compensating for the track depth. The pin heads are also stamped for easy identification after installation.

ADVANTAGESNo more increasing pin size to achieve required embedmentLess wear and tear on tools and manpowerHead stamps make for easy inspection

TE Pin

.157"

.545"

.157"

1/16"

1-1/16"1" True Embedment

Powder-Actuated Pin Performance PART

NUMBER

ALLOWABLE LOADS IN NORMAL WEIGHT CONCRETE - 4000 PSI 1" EMBEDMENT

TENSION SHEARRAMSET TE 228 241HILTI X-U 170 225

PERFORMANCE TABLE

R 44 Call our toll free number 800-387-9692 or visit www.itwconstruction.ca for general information. Visit Ramset’s web site www.ramset.com for the most current product and technical information.


POWDER FASTENERSDESCRIPTIONWe maintain only the highest standards in the materials, production techniques and quality control measures used to manufacture our fasteners, assuring consistent, optimum quality in every fastener.

ADVANTAGESBLACK PINSThe special black coating improves pin penetration into difficult base material (i.e. hard concrete). We offer this black coating on all of our fasteners manufactured for the attachment of drywall track and channel to concrete and steel.

PINSITW Ramset powder actuated fasteners are specifically fabricated to meet the exacting requirements of toughness and durability that enable them to penetrate dense concrete and structural quality steel.

Black Track Pins Designed for use in concrete applications. Available in 100-pack or 1,000 pack per box.

PART NUMBER

SHANK LENGTH

IN. (MM) ROCK

ET

XT54

0

SA27

0/TS

750P

COBR

A

D45/

D45A

D60

721

RS22

/HD

22

DX 35

1

DX 36

DX 35

0

DX 46

0

DX A4

0

DX A4

1

DX 35

DX E7

2

1506B 3/4 (19.1)

Shank diameter = .145 Head diameter = .300

Plated Drive Pins Designed for use in concrete and structural steel applications. 100 per box.

PART NUMBER

SHANK LENGTH

IN. (MM) ROCK

ET

XT54

0

SA27

0/TS

750P

COBR

A

D45/

D45A

D60

721

RS22

/HD

22

DX 35

1

DX 36

DX 35

0

DX 46

0

DX A4

0

DX A4

1

DX 35

DX E7

2

1503K 1/2 Knurled (12.7)1506 3/4 (19.1)1508 1 (25.4)1510 1-1/4 (31.8)1512 1-1/2 (38.1)1514 2 (50.8)1516 2-1/2 (63.5)1524 3 (76.2)


Plated Drive Pins with 7/8” Washer

Washer increases bearing surface against the material to be fastened. 100 per box. 16 gage metal washer.

PART NUMBER

SHANK LENGTH

IN. (MM) ROCK

ET

XT54

0

SA27

0/TS

750P

COBR

A

D45/

D45A

D60

721

RS22

/HD

22

DX 35

1

DX 36

DX 35

0

DX 46

0

DX A4

0

DX A4

1

DX 35

DX E7

2

1506SD 3/4 (19.1)1508SD 1 (25.4)1510SD 1-1/4 (31.8)1512SD 1-1/2 (38.1)1514SD 2 (50.8)

1516SDC 2-1/2 (63.5)1524SDP* 3 (76.2)

Shank diameter = .145 Head diameter = .300* Square washer indicates 3” pin has been installed.

FASTENER TERMINOLOGY SUFFIXK = Knurled B = Black E = RamguardX = Collated SD = Washer C = 100 count M = 1000 count



R 45

PowerPoint Step Shank Pins Used for fastening into hard concrete and steel. Premium hard concrete and steel pin. 100 per box.

PART NUMBER

SHANK LENGTH

IN. (MM) ROCK

ET

XT54

0

SA27

0/TS

750P

COBR

A

D45/

D45A

D60

721

RS22

/HD

22

DX 35

1

DX 36

DX 35

0

DX 46

0

DX A4

0

DX A4

1

DX 35

DX E7

2

SP100 1 (25.4)SP114 1-1/4 (31.8)SP112 1-1/2 (38.1)SP178 1-7/8 (47.6)

Shank diameter = .150/.180 Head diameter = .300

Top Hat Drive Pins Increases bearing surface against material to be fastened for improved attachment to inconsistent base materials. 100 per box.

PART NUMBER

SHANK LENGTH

IN. (MM) ROCK

ET

XT54

0

SA27

0/TS

750P

COBR

A

D45/

D45A

D60

721

RS22

/HD

22

DX 35

1

DX 36

DX 35

0

DX 46

0

DX A4

0

DX A4

1

DX 35

DX E7

2

SP58TH 5/8 (15.9)1906 3/4 (19.1)1908 1 (25.4)

Shank diameter SP58TH and SP34TH = .150 1906 and 1908 = .145 Head diameter = .300

Powder Fasteners

Ramguard Pins Coated to improve corrosion resistance in treated lumber and other applications. 100 per box.

PART NUMBER

SHANK LENGTH

IN. (MM) ROCK

ET

XT54

0

SA27

0/TS

750P

COBR

A

D45/

D45A

D60

721

RS22

/HD

22

DX 35

1

DX 36

DX 35

0

DX 46

0

DX A4

0

DX A4

1

DX 35

DX E7

2

SP178E 1-7/8 (47.6)

1516E 2-1/2 (63.5)1524SDE* 3 (76.2)

Shank diameter = .145 * .150/.180 Head diameter = .300

Threaded Stud Pins For applications that require removability or where shimming is required. 1/ 4-20 threaded stud. 100 per box.

PART NUMBER

THREAD LENGTH

IN. (MM) ROCK

ET

XT54

0

SA27

0/TS

750P

COBR

A

D45/

D45A

D60

721

RS22

/HD

22

DX 35

1

DX 36

DX 35

0

DX 46

0

DX A4

0

DX A4

1

DX 35

DX E7

2

1623WK 3/4 (19.1)1643W 3/4 (19.1)

Shank length 1623WK = 1/2” Knurled, 1643W = 1” Head diameter = .300

PowerPoint Pins Used for fastening into hard concrete and steel. Premium hard concrete and steel pin. 100 per box.

PART NUMBER

SHANK LENGTH

IN. (MM) ROCK

ET

XT54

0

SA27

0/TS

750P

COBR

A

D45/

D45A

D60

721

RS22

/HD

22

DX 35

1

DX 36

DX 35

0

DX 46

0

DX A4

0

DX A4

1

DX 35

DX E7

2

SP12 1/2 (12.7)SP58 5/8 (15.9)SP34 3/4 (19.1)




Powder Fasteners

Ceiling Clip Assemblies Designed for suspended ceilings and other overhead applications. Pin pre-assembled to a 14 gage angle clip. 100 per box.

PART NUMBER

SHANK LENGTH

IN. (MM) ROCK

ET

XT54

0

SA27

0/TS

750P

COBR

A

D45/

D45A

D60

721

RS22

/HD

22

DX 35

1

DX 36

DX 35

0

DX 46

0

DX A4

0

DX A4

1

DX 35

DX E7

2

SDC100 1 (25.4)SDC125 1-1/4 (31.8)


PowerPoint Pins with Ceiling Clips

Designed for di!cult overhead applications. Pin preassembled to a 14 gage angle clip. 100 per box.

PART NUMBER

SHANK LENGTH

IN. (MM) ROCK

ET

XT54

0

SA27

0/TS

750P

COBR

A

D45/

D45A

D60

721

RS22

/HD

22

DX 35

1

DX 36

DX 35

0

DX 46

0

DX A4

0

DX A4

1

DX 35

DX E7

2

SPC78 7/8 (22.2)SPC114 1-1/4 (31.8)

Shank diameter = .150 (SPC114 = .150/.180) Head diameter = .300

Fastener Ceiling Clips 14 gage angle clip. 100 clips per box.

PART NUMBER DESCRIPTION

1202CF Angle clip (no pin)

Hole diameter: 5/16" & 14/64"

One Hole Conduit Strap Used to attach conduit or armored cable to concrete. Powerpoint fastener preassembled to an 16 gage conduit strap. 100 per box.

PART NUMBER

SHANK DIAMETER

HEAD DIAMETER

DESCRIPTION

38HSSS10 .125/.150 .300 3/8” Hole strap w/1” premium pin12HSSS10 .125/.150 .300 1/2” Hole strap w/1” premium pin34HSSS10 .125/.150 .300 3/4” Hole strap w/1” premium pin10HSSS10 .125/.150 .300 1” Hole strap w/1-1/4” premium pin

38HSSS10 = 18 gage

Threaded Rod Hanger

For suspended ceilings, piping and other items using 1/4” or 3/8” threaded rod. Powerpoint fastener is preassembled to an 16 gage threaded rod hanger. 100 per box.

PART NUMBER

SHANK DIAMETER

HEAD DIAMETER

DESCRIPTION

14TRHSS10 .125/.150 .300 1/4” Rod hanger w/1” premium pin38TRHSS10 .125/.150 .300 3/8” Rod hanger w/1” premium pin

For assistance with specifications and/or substitutions, contact Technical Service at 800-387-9692.

Plywood to Metal Framing or TrussPart Number PLY138Fasteners used shall have a 0.100 nominal shank diameter with helical knurl and a length of 1-3/8 inches.

SUGGESTED SPECIFICATIONS

Ramset provides the architect and engineer, the following suggested language and helpful information for the purpose of fastening specifications.



R 47

Track or Clip to Steel BeamPart Number TE12Fasteners used shall have a 0.157 knurled shank diameter and a length of 0.545 inches.Part Number SP58THFasteners used shall be designated power point type with a 0.150 nominal shank diameter and a length of 5/8 inches.

Exterior Perimeter Track to ConcretePart Number TE114Fasteners used shall have a 0.157 nominal shank diameter and a length of 1-5/16 inches.

Interior Partition Track to ConcretePart Number T3043Fasteners used shall be designated “T3” type with a 0.125 nominal shank diameter and 3/4 inch embedment depth.



POWDER PERFORMANCE/SUBMITTAL

Ramset fasteners may be specified by their type or catalog number to satisfy fastening requirements.

Made from AISI 1060-1065 steel. Austempered to a core hardness of 52-56 RcTypical tensile strength: 270,000 psiTypical shear strength: 162,000 psiStandard finishes - Proprietary black - Mechanical zinc plate to a minimum thickness of .0002 meets requirements of ASTM B695

PIN SPECIFICATIONS APPROVALS/LISTINGICC Evaluation Service, Inc.

#ER-1147 Sill Plate #ESR-1799 Powder Pins & Clips

City of Los Angeles

#RR-22668 Powder pins

PERFORMANCE TABLES

Note 1: ALLOWABLE loads are shown in the LARGE BOLD font, Ultimate loads are shown in smaller italic font. Note 2: Testing conducted in accordance with ICC AC70 & ASTM E1190. Note 3: Safety factors are based on coefficient of variation. In accordance with ICC AC70, the safety factor will be no less than 5. Note 4: Values shown in concrete are for the fastener only. Connected members must be investigated separately. Note 5: Cyclic, fatigue, shock loads, and other design criteria may require a different safety factor. Note 6: Job site testing may be required to determine actual job site values. Note 7: Minimum edge distance is 3 inches unless otherwise approved. Note 8: For SI: 1 lbf = 4.448 N, 1 inch = 25.4 mm, 1 ksi = 6.89MPa

Fasteners in Normal Weight Concrete PART

NUMBERSERIES

SHANKDIAMETER

(INCH)

MINIMUMPENETRATION

(INCH)

INSTALLED IN STONE AGGREGATE CONCRETE CONCRETE COMPRESSIVE STRENGTHALLOWABLE LOAD – Ultimate Load

2000 PSI 4000 PSI 6000 PSITENSION (LBS) SHEAR (LBS) TENSION (LBS) SHEAR (LBS) TENSION (LBS) SHEAR (LBS)

1500/1600

SERIES0.145

3/4 50 655 66 739 100 511 104 552 ----- ----- ----- -----1 152 943 166 1229 157 937 182 1342 ----- ----- ----- -----

1-1/4 159 1078 265 1665 179 1043 267 1538 ----- ----- ----- -----1-1/2 154 1450 340 2027 209 1357 342 1712 ----- ----- ----- -----

SP 0.150 3/4 ----- ----- ----- ----- 150 803 105 786 81 493 82 454

SPSERIES .150/.180

1 154 1043 200 1173 243 1307 175 1037 189 1125 210 11771-1/4 207 1553 230 1636 298 1749 218 1471 213 1568 305 17801-1/2 ----- ----- ----- ----- 384 2126 391 1957 239 1886 594 2968

3300SERIES 0.180

1 196 1084 100 1328 255 1504 284 1557 ----- ----- ----- -----1-1/4 241 1207 329 1710 294 1574 373 2104 ----- ----- ----- -----1-1/2 254 1601 379 1971 419 2239 501 2505 ----- ----- ----- -----

1900 0.145 3/4 105 694 71 458 101 685 99 627 ----- ----- ----- -----

9100STUD 0.205

1 187 988 212 1385 186 1070 303 1618 ----- ----- ----- -----

1-1/4 262 1450 304 1674 335 2161 400 2000 ----- ----- ----- -----

Powder-Actuated Pin Performance PART

NUMBER

ALLOWABLE LOADS IN NORMAL WEIGHT CONCRETE - 4000 PSI 1" EMBEDMENT

TENSION SHEARRAMSET TE 228 241HILTI X-U 170 225

Note 1: ALLOWABLE loads are shown in the LARGE BOLD font, Ultimate loads are shown in smaller italic font. Note 2: Testing conducted in accordance with ICC AC70 & ASTM E1190. Note 3: Safety factors are based on coefficient of variation. In accordance with ICC AC70, the safety factor will be no less than 5. Note 4: Cyclic, fatigue, shock loads, and other design criteria may require a different safety factor. Note 5: Job site testing may be required to determine actual job site values. Note 6: Values shown are for fastenings that have the entire pointed end of the fastener driven through the steel plate; except as noted below. Note 7: Fastener penetration is 3/8" minimum. Note 8: Fastener penetration is 7/16" minimum. Note 9: Fastener penetration is 1/2" minimum Note 10: For SI: 1 lbf = 4.448 N, 1 inch = 25.4 mm, 1 ksi = 6.89MPa

Note 1: ALLOWABLE loads are shown in the LARGE BOLD font, Ultimate loads are shown in smaller italic font. Note 2: Testing conducted in accordance with ICC AC70 & ASTM E1190. Note 3: Safety factors are based on coefficient of variation. In accordance with ICC AC70, the safety factor will be no less than 5. Note 4: Values shown in concrete are for the fastener only. Connected members must be investigated separately. Note 5: Cyclic, fatigue, shock loads, and other design criteria may require a different safety factor. Note 6: Job site testing may be required to determine actual job site values. Note 7: For SI: 1 lbf = 4.448 N, 1 inch = 25.4 mm, 1 ksi = 6.89MPa

Fasteners in Lightweight Concrete PART

NUMBERSERIES

SHANKDIAMETER

(INCH)

MINIMUMPENETRATION

(INCH)

ALLOWABLE WORKING VALUES INSTALLED IN 3000 PSI LIGHTWEIGHT CONCRETEALLOWABLE LOAD – Ultimate Load

3000 PSI LIGHTWEIGHT W/DECKING 3000 PSI LIGHTWEIGHTLOWER FLUTE TENSION LOWER FLUTE SHEAR TENSION SHEAR

1500SERIES 0.145

3/4 76 395 260 1409 167 837 179 8941 134 668 265 1505 200 998 228 1141

1-1/4 157 784 269 1344 333 1664 400 20901-1/2 233 1163 346 1728 391 1957 410 2050

SPSERIES .150/.180

1 119 593 336 1679 226 1129 250 12491-1/4 175 957 372 1860 329 1644 377 18851-1/2 179 1055 426 2128 406 2030 380 1900

9100SERIES 0.205

3/4 70 351 277 1386 ----- ----- ----- -----1 112 559 378 1891 ----- ----- ----- -----

1-1/4 118 689 ----- ----- ----- ----- ----- -----

Fasteners in Steel PART

NUMBERSERIES

SHANKDIA.

(INCH)

TYPEOF SHANK

INSTALLED IN A36 STRUCTURAL STEEL–STEEL THICKNESS (INCHES)ALLOWABLE LOAD – Ultimate Load

3/16 1/4 3/8 1/2 3/4TENSION

(LBS)SHEAR(LBS)

TENSION(LBS)

SHEAR(LBS)

TENSION(LBS)

SHEAR(LBS)

TENSION(LBS)

SHEAR(LBS)

TENSION(LBS)

SHEAR(LBS)

1500/1600 0.145

SMOOTH 81 790 373 2039 181 1269 273 1642 397 2169 489 2771 243 1328 8 277 15148 ---- ---- ---- ----KNURLED 296 1633 636 3516 584 3384 659 3822 680 3755 730 4030 253 1459 8 293 16328 ---- ---- ---- ----

SP 0.150 SMOOTH 385 2107 662 3618 445 2549 477 2736 393 2145 574 3137 948 5180 597 3500 234 1244 8 356 18958

3300 0.180 SMOOTH 281 1536 580 3169 385 2212 507 2931 460 2631 644 3518 641 3499 684 3739 ---- ---- ---- ----9100 0.205 KNURLED 160 1469 931 5084 350 3115 617 3542 843 4605 803 4391 565 3086 9 547 33739 ---- ---- ---- ----

PARTNUMBER

SERIES

SHANKDIA.

(INCH)

TYPEOF SHANK

INSTALLED IN A572 GRADE 50 STRUCTURAL STEEL–STEEL THICKNESS (INCHES)ALLOWABLE LOAD – Ultimate Load

3/16 1/4 3/8 1/2 3/4TENSION

(LBS)SHEAR(LBS)

TENSION(LBS)

SHEAR(LBS)

TENSION(LBS)

SHEAR(LBS)

TENSION(LBS)

SHEAR(LBS)

TENSION(LBS)

SHEAR(LBS)

1500/1600 0.145

SMOOTH ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----KNURLED 260 1609 499 3182 579 3411 725 4272 383 22167 595 34317 ---- ---- ---- ---- ---- ---- ---- ----

SP 0.150 SMOOTH 356 2123 569 3394 554 3232 637 3710 604 3447 602 3437 814 44739 820 45039 243 13628 381 21418

3300 0.180 SMOOTH ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----9100 0.205 KNURLED 365 2175 903 5385 697 4061 907 5285 155 8427 376 21437 ---- ---- ---- ---- ---- ---- ---- ----

PERFORMANCE TABLES



R 49

Powder Performance/Submittal



Powder Performance/Submittal

PERFORMANCE TABLES

Note 1: ALLOWABLE loads are shown in the LARGE BOLD font, Ultimate loads are shown in smaller italic font. Note 2: Testing conducted in accordance with ICC AC70 & ASTM E1190. Note 3: Safety factors are based on coefficient of variation. In accordance with ICC AC70, the safety factor will be no less than 5. Note 4: Values shown in concrete are for the clip assembly only. Connected members must be investigated separately. Note 5: Cyclic, fatigue, shock loads, and other design criteria may require a different safety factor. Note 6: Job site testing may be required to determine actual job site values. Note 7: Minimum edge distance is 3 inches unless otherwise approved. Note 8: For SI: 1 lbf = 4.448 N, 1 inch = 25.4 mm, 1 ksi = 6.89MPa

Angle Clip in Concrete

PARTNUMBER

SERIES

SHANKDIAMETER

(INCH)

MINIMUMPENETRATION

(INCH)

INSTALLED IN STONE AGGREGATE CONCRETECONCRETE COMPRESSIVE STRENGTHALLOWABLE LOAD – Ultimate Load

4000 PSI 6000 PSITENSION (LBS) SHEAR (LBS) OBLIQUE (LBS) TENSION (LBS) SHEAR (LBS) OBLIQUE (LBS)

SDC100 SDC125 0.145 7/8 115 575 120 1014 145 726 ----- ----- ----- ----- ----- -----

SDC125 0.145 1-1/8 130 744 167 1090 205 1032 ----- ----- ----- ----- ----- -----SPC78 0.150 3/4 155 897 188 1050 ----- ----- 150 788 153 949 140 769

SPC114 .150/.180 1-1/8 127 811 226 1130 181 904 169 853 300 1500 223 1114

PARTNUMBER

SERIES

SHANKDIAMETER

(INCH)

MINIMUMPENETRATION

(INCH)

ALLOWABLE WORKING VALUES INSTALLED IN 3000 PSI LIGHTWEIGHT CONCRETE

ALLOWABLE LOAD – Ultimate Load3000 PSI LIGHTWEIGHT WITH METAL DECKING

LOWER FLUTETENSION (LBS)

LOWER FLUTE SHEAR (LBS)

LOWER FLUTEOBLIQUE (LBS)

UPPER FLUTETENSION (LBS)

UPPER FLUTE SHEAR (LBS)

SDC100 0.145 7/8 67 335 237 1186 90 448 104 571 310 1678SDC125 0.145 1-1/8 94 471 276 1378 119 596 106 528 319 1597SPC78 0.150 3/4 59 293 202 1109 65 323 84 419 324 1622

SPC114 150/.180 1-1/8 157 786 272 1358 153 766 180 899 334 1673

description advantages true embedment pin · pdf fileactual embedment depth into the concrete...

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