PIN SPECIFICATIONS
|
APPROVALS/LISTINGS
|
| | |
Made from AISI
1060-1065 steel. Austempered to a core hardness of 52-56 Rc |
| | |
Typical tensile
strength: 270,000 psi |
| | |
Typical shear strength:
162,000 psi |
| | |
Standard finishes
-Proprietary black
-Mechanical zinc plate to a minimum thickness of .0002 meets
requirements of ASTM B695 |
|
| | |
ICC Evaluation
Service, Inc. |
#ER-1147 Sill Plate
#ESR-1799 Powder Pins & Clips (formerly ER-1639)
#ER-3618 Ladd
#ER-5001 TrakFast Pins
#ESR-1955 T3 Pins |
| | |
City of Los Angeles |
#RR-22668 Powder
Pins
#RR-24279 Ladd
#RR-25264 TrakFast Pins |
|
| Performance
Table (links)
FASTENERS IN NORMAL
WEIGHT CONCRETE
FASTENERS IN STEEL
FASTENERS IN LIGHTWEIGHT
CONCRETE
ANGLE CLIPS IN CONCRETE
LADD 652 ANGLE CLIP ASSEMBLY
| FASTENERS
IN NORMAL WEIGHT CONCRETE |
PART NUMBER SERIES
|
SHANK
DIAMETER (mm)
|
MINIMUM
PENETRATION
(mm)
|
INSTALLED
IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH
ALLOWABLE LOAD —Ultimate
Load |
13.8 MPa
|
27.6 MPa
|
41.4 MPa
|
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
1500/
1600
SERIES
|
3.7
|
19.1 |
.22 2.91 |
.29 3.29 |
.45 2.27 |
.46 2.46 |
--- --- |
--- --- |
25.4 |
.68 4.19 |
.74 5.47 |
.70 4.17 |
.81 5.97 |
--- --- |
--- --- |
31.8 |
.71 4.80 |
1.18 7.41 |
.80 4.64 |
1.19 6.84 |
--- --- |
--- --- |
|
38.1 |
.69 6.45 |
1.51 9.02 |
.93 6.04 |
1.52 7.62 |
--- --- |
--- --- |
SP |
3.8 |
19.1 |
--- --- |
--- --- |
.67 3.57 |
.47 3.5 |
.36 2.19 |
.36 2.02 |
SP
SERIES
|
3.8/4.6
|
25.4 |
.69 4.64 |
.89 5.22 |
1.08 5.81 |
.78 4.61 |
.84 5.00 |
.93 5.24 |
31.8 |
.92 6.91 |
1.02 7.28 |
1.33 7.78 |
.97 6.54 |
.95 6.98 |
1.36 7.92 |
38.1 |
--- --- |
--- --- |
1.71 9.46 |
1.74 8.71 |
1.06 8.39 |
2.64 13.20 |
3300
SERIES
|
4.6
|
25.4 |
.87 4.82 |
.44 5.91 |
1.13 6.69 |
1.26 6.93 |
--- --- |
--- --- |
31.8 |
1.07 5.37 |
1.46 7.61 |
1.31 7.00 |
1.66 9.36 |
--- --- |
--- --- |
38.1 |
1.13 7.12 |
1.69 8.77 |
1.86 9.96 |
2.23 11.14 |
--- --- |
--- --- |
1900 |
3.7 |
19.1 |
.47 3.09 |
.32 2.04 |
.45 3.05 |
.44 2.79 |
--- --- |
--- --- |
9100
STUD
|
5.2
|
25.4 |
.83 4.40 |
.94 6.16 |
.82 4.76 |
1.35 7.20 |
--- --- |
--- --- |
31.8 |
1.17 6.45 |
1.35 7.45 |
1.49 9.61 |
1.78 8.90 |
--- --- |
--- --- |
| 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 76.2 mm unless
otherwise approved. |
| Note 8: |
Click here
to view tables in inches and pounds |
| |
|
| Back to the
top |
| FASTENERS
IN STEEL |
PART
NUMBER SERIES |
SHANK
DIA. (mm)
|
TYPE
OF SHANK
|
INSTALLED
IN A36 STRUCTURAL STEEL — STEEL THICKNESS (mm)
ALLOWABLE LOAD — Ultimate
Load |
4.8
|
6.4
|
9.5 |
12.7 |
19.1 |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
1500/
1600
|
3.7
|
SMOOTH |
.36
3.51 |
1.66
9.07 |
.81
5.65 |
1.21
7.30 |
1.77
9.65 |
2.18
12.33 |
1.08
5.918 |
1.23
6.738 |
---
--- |
---
--- |
KNURLED |
1.32
7.36 |
2.83
15.64 |
2.60
15.05 |
2.93
17.00 |
3.02
16.70 |
3.25
17.39 |
1.13
6.49
8 |
1.30
7.26 8 |
---
--- |
---
--- |
SP |
3.7 |
SMOOTH |
1.71
9.37 |
2.94
16.09 |
1.98
11.34 |
2.12
12.17 |
1.75
9.54 |
2.60
13.95 |
4.22
23.04 |
2.66
15.57 |
1.04
5.53 8 |
1.58
8.43 8 |
3300 |
4.6 |
SMOOTH |
1.25
6.83 |
2.58
14.10 |
1.71
9.84 |
2.26
13.04 |
2.05
11.70 |
2.86
15.65 |
2.85
15.56 |
3.04
16.62 |
---
--- |
---
--- |
9100 |
5.2 |
KNURLED |
.71
6.53 |
4.14
22.62 |
1.56
13.86 |
2.74
15.76 |
3.75
20.48 |
3.57
19.53 |
2.51
13.739 |
2.43
15.00 9 |
---
--- |
---
--- |
| FASTENERS IN STEEL |
PART
NUMBER SERIES |
SHANK
DIA. (mm)
|
TYPE
OF SHANK
|
INSTALLED
IN A572 GRADE 50 STRUCTURAL STEEL — STEEL THICKNESS (mm)
ALLOWABLE LOAD — Ultimate
Load |
4.8
|
6.4
|
9.5 |
12.7 |
19.1 |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
1500/
1600
|
3.7
|
SMOOTH |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
KNURLED |
1.16
7.16 |
2.22
14.15 |
2.58
15.17 |
3.23
19.00 |
1.70
9.867 |
2.65
15.267 |
---
--- |
---
--- |
---
--- |
---
--- |
SP |
3.8 |
SMOOTH |
1.58
9.44 |
2.53
15.10 |
2.46
14.38 |
2.83
16.50 |
2.69
15.33 |
2.68
15.29 |
3.62
19.90
9 |
3.65
20.03
9 |
1.08
6.06
8 |
1.69
9.52 8 |
3300 |
4.6 |
SMOOTH |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
9100 |
5.2 |
KNURLED |
1.62
9.68 |
4.02
23.95 |
3.10
18.06 |
4.03
23.51 |
.69
37.49 |
1.67
9.537 |
---
--- |
---
--- |
---
--- |
---
--- |
| 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 9.525 mm minimum |
| Note 8: |
Fastener penetration is 11.113 mm minimum |
| Note 9: |
Fastener penetration is 12.7 mm minimum |
| Note 10: |
Click here
to view tables in inches and pounds |
| |
|
| Back
to the top |
| FASTENERS
IN LIGHTWEIGHT CONCRETE |
PART
NUMBER SERIES
|
SHANK
DIAMETER (mm)
|
MINIMUM
PENETRATION (mm)
|
ALLOWABLE
WORKING VALUES INSTALLED IN
3000 PSI LIGHTWEIGHT CONCRETE
ALLOWABLE LOAD —Ultimate
Load |
20.7 MPa
LIGHTWEIGHT W/DECKING
|
20.7 MPa
LIGHTWEIGHT |
LOWER FLUTE
TENSION
|
LOWER FLUTE
SHEAR |
TENSION
(kN) |
SHEAR
(kN) |
1500
SERIES
|
3.7
|
19.1 |
.34
1.76 |
1.16 6.27 |
.74 3.72 |
.80 3.98 |
25.4 |
.60 2.97 |
1.18 6.69 |
.89 4.44 |
1.01 5.08 |
31.8 |
.70 3.49 |
1.20 5.98 |
1.48 7.40 |
1.78 9.30 |
38.1 |
1.04 5.17 |
1.54 7.69 |
1.74 7.37 |
1.82 9.12 |
SP
SERIES
|
3.8/4.6
|
25.4 |
.53 2.64 |
1.49 7.47 |
1.01 5.02 |
1.11 5.56 |
31.8 |
.78 4.26 |
1.65 8.27 |
1.46 7.31 |
1.68 8.39 |
38.1 |
.79 4.69 |
1.90 9.47 |
1.81 9.03 |
1.69 8.45 |
9100
SERIES
|
5.2
|
19.1 |
.31 1.56 |
1.23 6.16 |
--- --- |
--- --- |
25.4 |
.50 2.49 |
1.68 8.41 |
--- --- |
--- --- |
31.8 |
.52 3.06 |
--- --- |
--- --- |
--- --- |
| 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: |
Click here
to view tables in inches and pounds |
| |
|
| Back
to the top |
| ANGLE CLIPS
IN CONCRETE |
PART
NUMBER SERIES |
SHANK
DIA. (mm)
|
MINIMUM
PENETRATION (mm)
|
INSTALLED
IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH
ALLOWABLE LOAD —Ultimate
Load |
27.6 MPa
|
41.4 MPa |
TENSION
(kN) |
SHEAR
(kN) |
OBLIQUE
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
OBLIQUE
(kN) |
SDC100
SDC125
|
3.7
|
22.2 |
.51
2.56 |
.53
4.51 |
.65
3.23 |
---
--- |
---
--- |
---
--- |
SDC125 |
3.7 |
28.6 |
.58
3.31 |
.74
4.85 |
.91
4.59 |
---
--- |
---
--- |
---
--- |
SPC78 |
3.8 |
19.1 |
.69
3.99 |
.84
4.67 |
---
--- |
.67
3.51 |
.68
4.22 |
.62
3.42 |
|
SPC114 |
3.8/4.6 |
28.6 |
.56
3.61 |
1.01
5.03 |
81
4.02 |
.75
3.79 |
1.33
6.67 |
.99
4.96 |
| ANGLE CLIPS IN CONCRETE |
PART
NUMBER SERIES |
SHANK
DIA. (mm)
|
MINIMUM
PENETRATION (mm)
|
ALLOWABLE
WORKING VALUES
INSTALLED IN 3000 PSI LIGHTWEIGHT CONCRETE
ALLOWABLE LOAD —Ultimate
Load |
20.7 MPa
LIGHTWEIGHT WITH METAL DECKING
|
LOWER FLUTE
TENSION
(kN) |
LOWER FLUTE
SHEAR
(kN) |
LOWER FLUTE
OBLIQUE
(kN) |
UPPER FLUTE
TENSION
(kN) |
UPPER FLUTE
SHEAR
(kN) |
SDC100
|
3.7
|
22.2 |
.30
1.49 |
1.05
5.28 |
.40
1.99 |
.46
2.54 |
1.38
7.46 |
SDC125 |
3.7 |
28.6 |
.42
2.10 |
1.23
6.13 |
.53
2.65 |
.47
2.35 |
1.42
7.10 |
SPC78 |
3.8 |
19.1 |
.26
1.30 |
.90
4.93 |
.29
1.44 |
.37
1.86 |
1.44
7.22 |
SPC114 |
3.8/4.6 |
28.6 |
.70
3.50 |
1.21
6.04 |
.68
3.41 |
.80
3.67 |
1.49
7.44 |
| 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 76.2 mm unless
otherwise approved. |
| Note 8: |
Click here
to view tables in inches and pounds |
| |
|
| Back
to the top |
| LADD 652
ANGLE CLIP ASSEMBLY |
PART
NUMBER SERIES |
SHANK
DIA. (mm)
|
MINIMUM
PENETRATION (mm)
|
ALLOWABLE
WORKING VALUES INSTALLED IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH
ALLOWABLE LOAD —Ultimate
Load |
20.7 MPa
|
27.6 MPa |
TENSION
(kN) |
SHEAR
(kN) |
TENSION
(kN) |
SHEAR
(kN) |
LADD CEILING SYSTEM
|
3.9
|
28.6 |
.94
7.51 |
---
--- |
.86
6.87 |
---
--- |
| Note
1: |
ALLOWABLE
loads are shown in the LARGE BOLD
font,
Ultimate loads are shown in
smaller italic
font. |
| Note 2: |
Except as noted, values shown reflect an
8 to 1 safety factor. |
| Note 3: |
Values shown are for concrete at the designed
strength and are for the clip system only |
| Note 4: |
Cyclic, fatigue or 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: |
Edge distance is 76.2 mm unless otherwise
approved. |
| Note 7: |
Click here
to view tables in inches and pounds |
| |
|
Back
to the top
Click
here to download these tables in pdf format.
|
|
|
