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 |
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ICC Evaluation
Service, Inc. |
#ER-1147 Sill Plate
#ESR-1799 Powder Pins & Clips (formerly ER-1639)
#ER-3618 Ladd
#ER-5001 TrakFast Pins
#ERS-1955 T3 Fasteners |
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City of Los Angeles |
#RR-22668 Powder
Pins
#RR-24279 Ladd
#RR-25264 TrakFast Pins |
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Performance Tables
| COLLATED GAS FASTENERS IN
CONCRETE (TRAKFAST, T2 AND T3) |
|
PART
NUMBER
SERIES |
SHANK
DIAMETER
(mm) |
MINIMUM
PENETRATION
(mm) |
INSTALLED
IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH MPa
ALLOWABLE LOAD —Ultimate
Load |
| 13.8
MPa |
20.7
MPa |
27.6
MPa |
| TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
| FPP—
Straight
Shank |
2.8
|
15.9 |
.27 1.93 |
.24 2.43 |
.24 2.02 |
.33 2.74 |
.24 2.10 |
.42 3.05 |
19.1 |
.27 2.65 |
.36 2.89 |
.24 2.59 |
.42 3.11 |
.24 2.54 |
.51 3.33 |
| FPP—
Step
Shank |
2.6/3.0 |
19.1 |
--- --- |
--- --- |
--- --- |
--- --- |
.23 1.14 |
.37 1.86 |
T3
Straight
Shank |
3.2 |
15.9 |
.37 1.84 |
.49 2.71 |
--- --- |
--- --- |
.35 1.89 |
.36 2.55 |
19.1 |
.48 2.40 |
.70 3.79 |
--- --- |
--- --- |
.47 2.63 |
.88 4.34 |
| COLLATED GAS FASTENERS IN
CONCRETE (TRAKFAST, T2 AND T3) |
|
PART
NUMBER
SERIES |
SHANK
DIAMETER
(mm) |
MINIMUM
PENETRATION
(mm) |
INSTALLED
IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH MPa
ALLOWABLE LOAD —Ultimate
Load |
| 20.7 MPa
LIGHT WEIGHT CONCRETE |
20.7 MPa
LIGHT WEIGHT
CONCRETE WITH
METAL DECK |
HOLLOW
CONCRETE
MASONRY UNITS (CMU)
ANY LOCATION |
| TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
| FPP—
Straight
Shank |
2.8
|
15.9 |
.16 1.04 |
.24 1.79 |
.13 1.06 |
.91 4.56 |
.16 1.54 |
.22 1.93 |
19.1 |
.36 2.80 |
.51 3.36 |
.18 1.48 |
.44 5.71 |
--- --- |
--- --- |
| FPP—
Step
Shank |
2.6/3.0 |
19.1 |
--- --- |
--- --- |
--- --- |
--- --- |
.16 .82 |
.26 1.29 |
T3
Straight
Shank |
3.2
|
15.9 |
.37 1.85 |
.48 2.40 |
.32 1.60 |
1.07 5.37 |
.08 1.08 |
.15 1.17 |
19.1 |
.48 2.40 |
.77 3.84 |
.41 2.08 |
1.28 6.40 |
--- --- |
--- --- |
| 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 76.2
mm unless otherwise approved. |
| Note 8: |
Click here to
view tables in inches and pounds |
| Note 9: |
Fastener penetration is .31” minimum |
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| Back to the
top |
| FASTENERS IN CONCRETE |
| FASTENER
PART
NUMBER
|
SHANK
DIA.
(mm)
|
MINIMUM
PENETRATION
(mm)
|
INSTALLED
IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH
ALLOWABLE LOAD —Ultimate
Load
|
HOLLOW BLOCK
Grade N, Type 1
|
| 27.6
MPa
|
41.4
MPa
|
20.7
MPa
LIGHT WEIGHT
LOWER FLUTE
|
FACE
SHELL
Min 31.8 mm
face thickness
|
| TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
| GAS ASSEMBLIES |
MP034TH
M034
M100
BR2
|
3.2 |
15.9 |
.35
1.89 |
.36
2.55 |
.27
1.37 |
---
--- |
.32
1.60 |
1.07
5.37 |
.59
3.06 |
---
--- |
19.1 |
.46
2.63
|
.86
4.34 |
.58
2.92 |
.91
4.69 |
.41
2.08 |
1.28
6.40 |
.37
1.97 |
.38
1.98 |
14STUD |
3.2 |
15.9 |
.40
2.02 |
---
--- |
.25
1.65 |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
M034BB |
2.6/3.0 |
19.1 |
.22
1.13 |
.37
1.85 |
---
--- |
---
--- |
---
--- |
---
--- |
.16
.82 |
.26
1.29 |
34CLIP |
2.6/3.2 |
15.9 |
.28
1.38 |
---
--- |
.47
2.35 |
---
--- |
.19
.98 |
---
--- |
---
--- |
---
--- |
38HSMP034
12HSMP034
34HSMP034
10HSMP034
114HSMP034
14TRHMP034
38TRHMP034
TSHMP034
12CCMP034L
34CCMP034L |
2.6/3.2 |
15.9 |
.27
1.59 |
.52
2.61 |
.47
2.37 |
.85
4.26 |
.24
1.20 |
1.02
5.12 |
.32
1.59 |
.55
2.73 |
| |
M100BB
38HSSS10
12HSSS10
34HSSS10
10HSSS10
TSHSS10
12CCSS10L
34CCSS10L
14TRHSS10
38TRHSS10 |
3.2/3.8 |
19.1 |
.48
2.49
|
.95
4.75 |
.72
3.57 |
1.10
5.52 |
.43
2.13 |
1.03
5.04 |
.45
2.28 |
.74
3.69 |
| 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 76.2 mm unless
otherwise approved. In hollow block applications, no more than
one fastener per cell |
| Note 8: |
Click here to
view tables in inches and pounds |
| |
|
| Back to the
top |
| GAS FASTENERS IN STEEL |
| PART
NUMBER
|
SHANK
DIA.
(mm)
|
TYPE
OF
SHANK
|
INSTALLED
IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH
ALLOWABLE LOAD —Ultimate
Load
|
| 11
GAGE (3.0 mm)
|
3/16
(4.7 mm)
|
1/4
(6.4 mm)
|
3/8
(9.5 mm)
|
| TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
| FPP012
|
2.8 |
SMOOTH |
---
--- |
---
--- |
.89
4.66 |
1.40
6.98 |
1.03
5.42 |
1.36
6.79 |
.93
4.667 |
.96
4.797 |
| M012,
FPP012S |
2.6/3.0 |
SMOOTH |
---
--- |
---
--- |
---
--- |
---
--- |
.66
3.31 |
.70
3.50 |
.74
3.707 |
.70
3.507 |
**Fasteners
shall have minimum 8.13 mm penetration when installed into
9.5 mm 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 7.9 mm minimum. |
| Note 8: |
Click here to
view tables in inches and pounds |
| |
|
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top
Click
here to download these tables in pdf format.
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