PIN SPECIFICATIONS
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APPROVALS/LISTINGS
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Made from AISI
1060-1065 steel. Austempered to a core hardness of 52-56 Rc |
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Typical tensile
strength: 270,000 psi |
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Typical shear strength:
162,000 psi |
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Standard finishes
-Proprietary black
-Mechanical zinc plate to a minimum thickness of .0002 meets
requirements of ASTM B695
-Electroplated zinc with yellow chromate
-Ramguard |
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ICC Evaluation
Service, Inc. |
#ESR-2579 TrakFast Pins
#ESR-1955 T3 Fasteners |
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City of Los Angeles |
#RR-25264 TrakFast Pins
#RR-25739 Powder
Pins
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Performance Tables
| COLLATED GAS FASTENERS IN
CONCRETE (TRAKFAST, T2 AND T3) |
|
PART
NUMBER
SERIES |
SHANK
DIAMETER
(INCH) |
MINIMUM
PENETRATION
(INCH) |
INSTALLED
IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH PSI
ALLOWABLE LOAD —Ultimate
Load |
| 2000
PSI |
3000
PSI |
4000
PSI |
| TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
| FPP—
Straight
Shank |
0.109
|
5/8 |
60 434 |
55 546 |
55 453 |
75 615 |
55 472 |
95 685 |
3/4 |
60 595 |
80 650 |
55 583 |
95 699 |
55 571 |
115 749 |
| FPP—
Step
Shank |
0.104/
0.118 |
3/4 |
--- --- |
--- --- |
--- --- |
--- --- |
51 256 |
83 418 |
|
2000
PSI |
4000
PSI |
6000
PSI |
TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
T3
Straight
Shank |
0.125 |
5/8 |
83 414 |
109 611 |
78 426 |
80 574 |
--- --- |
--- --- |
3/4 |
107 541 |
156 855 |
104 593 |
195 977 |
--- --- |
--- --- |
T3
Step Shank |
0.125 |
5/8 |
--- --- |
--- --- |
60 357 |
117 587 |
107 533 |
191 957 |
| COLLATED GAS FASTENERS IN
CONCRETE (TRAKFAST, T2 AND T3) |
|
PART
NUMBER
SERIES |
SHANK
DIAMETER
(INCH) |
MINIMUM
PENETRATION
(INCH) |
INSTALLED
IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH PSI
ALLOWABLE LOAD —Ultimate
Load |
| 3000 PSI
LIGHT WEIGHT CONCRETE |
3000 PSI
LIGHT WEIGHT
CONCRETE WITH
METAL DECK |
HOLLOW
CONCRETE
MASONRY UNITS (CMU)
ANY LOCATION |
| TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
| FPP—
Straight
Shank |
0.109
|
5/8 |
35 234 |
55 403 |
30 239 |
205 1025 |
35 347 |
50 435 |
3/4 |
80 630 |
100 756 |
40 330 |
235 1248 |
--- --- |
--- --- |
| FPP—
Step
Shank |
0.104/
0.118 |
3/4 |
--- --- |
--- --- |
--- --- |
--- --- |
36 184 |
58 290 |
T3
Straight
Shank |
0.125
|
5/8 |
84 418 |
108 540 |
72 361 |
242 1210 |
20 243 |
34 264 |
3/4 |
108 540 |
173 864 |
93 470 |
288 1442 |
--- --- |
--- --- |
T3
Step Shank |
0.125 |
5/8 |
--- --- |
--- --- |
54 269 |
230 1150 |
71 357 |
123 613 |
| 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 in concrete is 3 inches
unless otherwise approved. |
| Note 8: |
For SI: 1 lbf = 4.448 N, 1 inch = 25.4 mm,
1 ksi = 6.89MPa |
| Note 9: |
T3 straight shank allowable tension value
in face shell of hollow CMU is 133 lbs. |
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| Back to the
top |
| FASTENERS IN CONCRETE |
| FASTENER
PART
NUMBER
|
SHANK
DIA.
(INCH)
|
MINIMUM
PENETRATION
(INCH)
|
INSTALLED
IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH
ALLOWABLE LOAD —Ultimate
Load
|
HOLLOW BLOCK
Grade N, Type 1
|
| 4000
PSI
|
6000
PSI
|
3000
PSI
LIGHT WEIGHT
LOWER FLUTE
|
FACE
SHELL
Min 1-1/4"
face thickness
|
| TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
| GAS ASSEMBLIES |
| MP034TH*
M034*
M100*
BR2*
|
0.125 |
5/8 |
78
426
|
80
574 |
62
308 |
---
--- |
72
361
|
242
1210 |
133
691 |
---
--- |
| 3/4 |
104
593 |
195
977 |
132
658 |
206
1057 |
93
470 |
288
1442 |
84
444 |
87
466 |
14STUD |
.125 |
5/8 |
91
454 |
---
--- |
57
373 |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
M034BB |
0.104/
.118 |
3/4 |
51
256 |
83
418 |
---
--- |
---
--- |
---
--- |
---
--- |
36
184 |
58
290 |
34CLIP |
0.104/
.125 |
5/8 |
62
310 |
---
--- |
106
528 |
---
--- |
44
220 |
---
--- |
---
--- |
---
--- |
|
38HSMP034
12HSMP034
34HSMP034
10HSMP034
114HSMP034
14TRHMP034
38TRHMP034
TSHMP034
12CCMP034L
34CCMP034L |
0.104/
.125 |
5/8 |
60
357 |
117
587 |
107
533 |
191
957 |
54
269 |
230
1150 |
71
357 |
123
613 |
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|
M100BB
38HSSS10
12HSSS10
34HSSS10
10HSSS10
14TRHSS10
38TRHSS10 |
0.125/
.150 |
3/4 |
107
559 |
213
1067 |
161
803 |
248
1240 |
96
478 |
231
1156 |
102
512 |
166
831 |
| * ESR-1955 pin data applies. |
| 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 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. In hollow block applications, no more than
one fastener per cell |
| Note 8: |
For SI: 1 lbf = 4.448 N, 1 inch = 25.4 mm,
1 ksi = 6.89MPa |
| Back to the
top |
| GAS FASTENERS IN STEEL |
| PART
NUMBER
|
SHANK
DIA.
(INCH)
|
TYPE
OF
SHANK
|
INSTALLED
IN A36 STRUCTURAL STEEL
STEEL THICKNESS INCHES
ALLOWABLE LOAD —Ultimate
Load
|
| 3/16
(.1875)
|
1/4
(.250)
|
3/8
(.375)
|
| TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
| FPP012
|
0.109 |
SMOOTH |
195
1047 |
292
1570 |
223
1220 |
278
1526 |
181
10487 |
186
10767 |
| M012
FPP012S |
0.104/
.118 |
SMOOTH |
---
--- |
---
--- |
148
744 |
157
787 |
166
8327 |
157
7877 |
T3012
|
0.125 |
SMOOTH |
63
676 |
162
1356 |
239
1285 |
211
1417 |
113
9148 |
197
13278 |
T3012S
|
0.125 |
TAPER
SMOOTH |
---
--- |
---
--- |
237
1184 |
356
1782 |
189
94310 |
392
19607 |
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INSTALLED IN ASTM A 572 GRADE 50 STEEL
STEEL THICKNESS INCHES
|
T3012
|
0.125 |
SMOOTH |
102
733 |
222
1682 |
147
950 |
119
973 |
147
8569 |
112
10149 |
**Fasteners
shall have minimum 0.32-inch penetration when installed into
3/8-inch thick steel. |
| 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 .31" minimum. |
| Note 8: |
Fastener penetration is .29" minimum. |
| Note 9: |
Fastener penetration is .27" minimum. |
| Note 10: |
Fastener penetration is .25" minimum. |
| Note 11: |
For SI: 1 lbf = 4.448 N, 1 inch = 25.4 mm,
1 ksi = 6.89MPa |
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