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
(INCH)
|
MINIMUM PENETRATION
(INCH)
|
INSTALLED
IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH
ALLOWABLE LOAD —Ultimate
Load |
2000 PSI
|
4000 PSI
|
6000 PSI
|
TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
1500/
1600
SERIES
|
0.145
|
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 |
SP
SERIES
|
0.150/
.180
|
1 |
154 1043 |
200 1173 |
243 1307 |
175 1037 |
189 1125 |
210 1177 |
1-1/4 |
207 1553 |
230 1636 |
298 1749 |
218 1471 |
213 1568 |
305 1780 |
1-1/2 |
--- --- |
--- --- |
384 2126 |
391 1957 |
239 1886 |
594 2968 |
3300
SERIES
|
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 |
--- --- |
--- --- |
9100
STUD
|
0.205
|
1 |
187 988 |
212 1385 |
186 1070 |
303 1618 |
--- --- |
--- --- |
1-1/4 |
262 1450 |
304 1674 |
335 2161 |
400 2000 |
--- --- |
--- --- |
| 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: |
Click
here to view tables in metric. |
| |
|
| Back to the
top |
| FASTENERS
IN STEEL |
PART
NUMBER SERIES |
SHANK
DIA. (INCH)
|
TYPE
OF SHANK
|
INSTALLED
IN A36 STRUCTURAL STEEL — STEEL THICKNESS (INCHES)
ALLOWABLE LOAD —Ultimate
Load |
3/16
|
1/4
|
3/8 |
1/2 |
3/4 |
TENSION
(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
1514 8 |
---
--- |
---
--- |
KNURLED |
296
1633 |
636
3516 |
584
3384 |
659
3822 |
680
3755 |
730
4030 |
253
1459 8 |
293
1632 8 |
---
--- |
---
--- |
SP |
0.150 |
SMOOTH |
385
2107 |
662
3618 |
445
2549 |
477
2736 |
393
2145 |
574
3137 |
948
5180 |
597
3500 |
234
1244 8 |
356
1895 8 |
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
3373 9 |
---
--- |
---
--- |
| FASTENERS IN STEEL |
PART
NUMBER SERIES |
SHANK
DIA. (INCH)
|
TYPE
OF SHANK
|
INSTALLED
IN A572 GRADE 50 STRUCTURAL STEEL — STEEL THICKNESS (INCHES)
ALLOWABLE LOAD —Ultimate
Load |
3/16
|
1/4
|
3/8 |
1/2 |
3/4 |
TENSION
(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
2216 7 |
595
3431 7 |
---
--- |
---
--- |
---
--- |
---
--- |
SP |
0.150 |
SMOOTH |
356
2123 |
569
3394 |
554
3232 |
637
3710 |
604
3447 |
602
3437 |
814
4473 9 |
820
450 39 |
243
1362 8 |
381
2141 8 |
3300 |
0.180 |
SMOOTH |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
---
--- |
9100 |
0.205 |
KNURLED |
365
2175 |
903
5385 |
697
4061 |
907
5285 |
155
8427 |
376
2143 7 |
---
--- |
---
--- |
---
--- |
---
--- |
| 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: |
Click
here to view tables in metric. |
| |
|
| Back
to the top |
| FASTENERS
IN LIGHTWEIGHT CONCRETE |
PART
NUMBER SERIES
|
SHANK
DIAMETER (INCH)
|
MINIMUM
PENETRATION (INCH)
|
ALLOWABLE
WORKING VALUES INSTALLED IN
3000 PSI LIGHTWEIGHT CONCRETE
ALLOWABLE LOAD —Ultimate
Load |
3000 PSI
LIGHTWEIGHT W/DECKING
|
3000 PSI
LIGHTWEIGHT |
LOWER FLUTE
TENSION
|
LOWER FLUTE
SHEAR |
TENSION
(LBS) |
SHEAR
(LBS) |
1500
SERIES
|
0.145
|
3/4 |
76
395 |
260 1409 |
167 837 |
179 894 |
1 |
134 668 |
265 1505 |
200 998 |
228 1141 |
1-1/4 |
157 784 |
269 1344 |
333 1664 |
400 2090 |
1-1/2 |
233 1163 |
346 1728 |
391 1657 |
410 2050 |
SP
SERIES
|
0.150/
.180
|
1 |
119 593 |
336 1679 |
226 1129 |
250 1249 |
1-1/4 |
175 957 |
372 1860 |
329 1644 |
377 1885 |
1-1/2 |
179 1055 |
426 2128 |
406 2030 |
380 1900 |
9100
SERIES
|
0.205
|
3/4 |
70 351 |
277 1386 |
--- --- |
--- --- |
1 |
112 559 |
378 1891 |
--- --- |
--- --- |
1-1/4 |
118 689 |
--- --- |
--- --- |
--- --- |
| 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 metric. |
| |
|
| Back
to the top |
| ANGLE CLIPS
IN CONCRETE |
PART
NUMBER SERIES |
SHANK
DIA. (INCH)
|
MINIMUM
PENETRATION (INCH)
|
INSTALLED
IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH
ALLOWABLE LOAD —Ultimate
Load |
4000 PSI
|
6000 PSI |
TENSION
(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 |
| ANGLE CLIPS IN CONCRETE |
PART
NUMBER SERIES |
SHANK
DIA. (INCH)
|
MINIMUM
PENETRATION (INCH)
|
ALLOWABLE
WORKING VALUES
INSTALLED IN 3000 PSI LIGHTWEIGHT CONCRETE
ALLOWABLE LOAD —Ultimate
Load |
3000 PSI
LIGHTWEIGHT WITH METAL DECKING
|
LOWER FLUTE
TENSION
(LBS) |
LOWER FLUTE
SHEAR
(LBS) |
LOWER FLUTE
OBLIQUE
(LBS) |
UPPER FLUTE
TENSION
(LBS) |
UPPER FLUTE
SHEAR
(LBS) |
SDC100
|
0.145
|
7/8 |
67
335 |
237
1186 |
90
448 |
104
571 |
310
1678 |
SDC125 |
0.145 |
1-1/8 |
94
471 |
276
1378 |
119
596 |
106
528 |
319
1597 |
SPC78 |
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 |
| 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: |
Click
here to view tables in metric. |
| |
|
| Back
to the top |
| LADD 652
ANGLE CLIP ASSEMBLY |
PART
NUMBER SERIES |
SHANK
DIA. (INCH)
|
MINIMUM
PENETRATION (INCH)
|
ALLOWABLE
WORKING VALUES INSTALLED IN STONE AGGREGATE CONCRETE
CONCRETE COMPRESSIVE STRENGTH
ALLOWABLE LOAD —Ultimate
Load |
3000 PSI
|
4000 PSI
|
TENSION
(LBS) |
SHEAR
(LBS) |
TENSION
(LBS) |
SHEAR
(LBS) |
LADD CEILING SYSTEM
|
0.152
|
1-1/8 |
211
1688 |
---
--- |
193
1544 |
---
--- |
| 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 3 inches unless otherwise
approved. |
| Note 7: |
Click
here to view tables in metric. |
| |
|
Back
to the top
Click
here to download these tables in pdf format.
|
|
|
