Utility Anchors
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ASC Item # | Bar Dia. (in) | Anchor Depth (in) | Anchor Length (in) | Tension Edge Distance (in) | Tension Capacity 90 (lbs.) | Tension Capacity 60 (lbs) | Tension Capacity 45 (lbs) | Shear Edge Distance (in) | Shear Capacity 90 (lbs) | Shear Capacity 60 (lbs) | Shear Capacity 45 (lbs) | Min Space between Anchor (in) | Min Member Thickness (in) | Concrete Strength (psi) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
0.500 | 3.00 | 11.75 | 8.5 | 5200 | 4300 | 3600 | 12.00 | 5850 | 4600 | 3600 | 17.00 | 4.0 | 4000 | |
0.500 | 3.75 | 7.125 | 9.00 | 4000 | 12.00 | 4000 | 18.00 | 5.00 | 4000 | |||||
0.500 | 3.60 | 11.75 | 10.00 | 6300 | 4800 | 3900 | 10.00 | 5890 | 4800 | 3900 | 20.00 | 5.00 | 4000 | |
0.500 | 4.25 | 11.75 | 9.00 | 6300 | 4900 | 4000 | 9.00 | 5890 | 4900 | 4000 | 18.00 | 6.00 | 4000 | |
0.625 | 3.60 | 11.75 | 9.25 | 6000
6000 | 5100
5350 | 4300
4700 | 14.00
14.00 | 7500
9200 | 5600
6400 | 4300
4700 | 18.50
18.50 | 5.00
8.00 | 4000
4000 | |
0.625 | 4.50 | 11.75 | 10.50 | 7500
7500 | 6300
6400 | 5200
5400 | 14.00
14.00 | 8350
9200 | 6600
7000 | 5200
5400 | 21.00
21.00 | 6.00
10.00 | 4000
4000 | |
0.625 | 6.25 | 13.00 | 13.00 | 10000 | 7800 | 6300 | 14.00 | 9200 | 7600 | 6300 | 26.00 | 8.00 | 4000 | |
0.750 | 4.500 | 11.75 | 10.50 | 7600
7600 | 5950
6600 | 4750
5600 | 12.00
15.00 | 7600
10000 | 5750
7300 | 4750
5600 | 21.00
21.00 | 5.00
6.00 | 4000
4000 | |
0.750 | 6.25 | 13.00 | 13.00 | 10000
10000 | 8000
8000 | 6500
6500 | 16.00
14.00 | 10000
10000 | 8000
8000 | 6500
6500 | 26.00
26.00 | 8.00
12.00 | 4000
4000 | |
0.750 | 6.25 | 18.50 | 15.25 | 12000
12000 | 9200
10000 | 7000
8000 | 16.00
16.00 | 10000
13000 | 8500
10000 | 7000
8000 | 30.50
30.50 | 8.00
12.00 | 4000
4000 | |
0.750 | 6.75 | 11.00 | 13.75 | 11500 | 8800
9500 | 7000
7500 | 16.00
16.00 | 10000
12000 | 8400
9500 | 7000
7500 | 27.50
27.50 | 8.00
12.00 | 4000
4000 | |
1.000 | 6.25 | 18.50 | 16.00
18.00
18.00 | 12250
12250
12250 | 10000
10300
10500 | 8000
9300
9000 | 16.00
18.00
18.00 | 12000
12950
15750 | 9900
10450
11750 | 8000
8300
9000 | 32.00
32.00
32.00 | 8.00
8.00
12.00 | 4000
4000
4000 | |
1.000 | 8.00 | 21.00 | 18.00 | 14250
14250 | 11250
12500 | 9000
10500 | 18.00
24.00 | 13800
19250 | 11250
14000 | 9000
10500 | 36.00
36.00 | 10.00
12.00 | 4000
4000 | |
1.000 | 13.50 | 28.00 | 26.50 | 25000
25000 | 17500
19500 | 13000
16000 | 18.00
24.00 | 17000
24000 | 15000
19500 | 13000
16000 | 53.00
53.00 | 15.00
18.00 | 4000
4000 | |
1.00 | 13.50 | 28.00 | 26.50 | 14000 | 8500 | 6.00 | 53.00 | 12.00 | 4000 | |||||
16000 | 10000 | 8.00 | 53.00 | 16.00 | 4000 | |||||||||
¼” x 3¾” x 9½” GRADE RING LIFT HOOK
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 250-3750-950
LOAD RATINGS WERE ESTABLISHED WHEN THE ¼” X 3 ¾” X 9 ½” GRADE RING LIFT HOOK WAS
EMBEDDED INTO 4,000 PSI CONCRETE THE MINIMUM EMBEDMENT DEPTH OF 2 ½”.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Tension Straight Up |
|---|---|
4,000 PSI | 875 LBS |
¼” x 5” x 9½” GRADE RING LIFT HOOK
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 250-500-950
LOAD RATINGS WERE ESTABLISHED WHEN THE ¼” X 5” X 9 ½” GRADE RING LIFT HOOK WAS
EMBEDDED INTO 4,000 PSI CONCRETE THE MINIMUM EMBEDMENT DEPTH OF 3 ¾”.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Tension Straight Up |
|---|---|
4,000 PSI | 1,125 LBS |
¼” x 3” x 2¾” x 10” HAND LIFTER
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN
FABRICATED ITEM # 250-300-100
LOAD RATINGS WERE ESTABLISHED WHEN THE ¼” X 3” X 2 ¾” X 10” HAND LIFTER WAS
EMBEDDED INTO 4,000 PSI CONCRETE THE MINIMUM EMBEDMENT DEPTH OF 1 ½”.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Tension Straight Up |
|---|---|
4,000 PSI | 1,000 LBS |
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 375-400-1200
⅜” x 4” x 12” HAND LIFTER
LOAD RATINGS WERE ESTABLISHED WHEN THE ⅜” X 4” X 12” HAND LIFTER WAS
EMBEDDED INTO 4,000 PSI CONCRETE THE MINIMUM EMBEDMENT DEPTH OF 1 ⅝”.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Tension Straight Up |
|---|---|
4,000 PSI | 1,500 LBS |
½” x 3” x 11¾” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 500-300-1175
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾“ BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 4″ | 5,850 LBS | 5,200 LBS | 8.5″ | 12″ | 17″ |
½” x 3¾” x 7⅛” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 500-375-7125
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾“ BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 PSI | 5″ | 4,000 LBS | 4,000 LBS | 9″ | 12″ | 18″ |
ANCHOR ROTATED 90° TO BE USED IN 12” RISER OR 12” SLAB TOP | ||||||
4,000 PSI | 5″ | 2,500 LBS | 2,500 LBS | – | – | – |
½” x 3.6” x 11¾” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 500-360-1175
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾“ BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 5″ | 5,890 LBS | 6,300 LBS | 10″ | 10″ | 20″ |
½” x 3.6” x 11¾” ASC UTILITY ANCHOR WITH WELDED WIRE CAGE CLIPS
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 500-360-1176
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾“ BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 5″ | 5,890 LBS | 6,300 LBS | 10″ | 10″ | 20″ |
½” x 4¼” x 11¾” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 500-425-1175
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾“ BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 6″ | 5,890 LBS | 6,300 LBS | 9″ | 9″ | 18″ |
½” x 4¼” x 11¾” ASC UTILITY ANCHOR WITH WELDED WIRE CAGE CLIPS
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 500-425-1176
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 6″ | 5,890 LBS | 6,300 LBS | 9″ | 9″ | 18″ |
⅝” x 3.6” x 11¾” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 500-300-1175
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾“ BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 5″ | 7,500 LBS | 6,200 LBS | 9.25″ | 14″ | 18.5″ |
4,000 psi | 8″ | 9,200 LBS | 6,200 LBS | 9.25″ | 14″ | 18.5″ |
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 625-360-1176
⅝” x 3.6” x 11¾” ASC UTILITY ANCHOR WITH WELDED WIRE CAGE CLIPS
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾“ BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 5″ | 7,500 LBS | 6,200 LBS | 9.25″ | 14″ | 18.5″ |
4,000 psi | 8″ | 9,200 LBS | 6,200 LBS | 9.25″ | 14″ | 18.5″ |
⅝” x 4½” x 11¾” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 625-450-1175
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 6″ | 8,350 LBS | 7,500 LBS | 10.5″ | 14″ | 21″ |
4,000 psi | 10″ | 9,200 LBS | 7.500 LBS | 10.5″ | 14″ | 21″ |
⅝” x 4½” x 11¾” ASC UTILITY ANCHOR WITH WELDED WIRE CAGE CLIPS
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 625-450-1176
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾” BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 6″ | 8,350 LBS | 7,500 LBS | 10.5″ | 14″ | 21″ |
4,000 psi | 10″ | 9,200 LBS | 7.500 LBS | 10.5″ | 14″ | 21″ |
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 625-625-1300
⅝” x 6¼” x 13” ASC UTILITY ANCHOR
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾” BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 8″ | 9.200 LBS | 10,000 LBS | 13″ | 14″ | 26″ |
⅝” x 6¼” x 13” ASC UTILITY ANCHOR WITH WELDED WIRE CAGE CLIPS
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN
FABRICATED ITEM # 625-625-1301
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾” BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 8″ | 9,200 LBS | 10,000 LBS | 13″ | 14″ | 26″ |
¾” x 4½” x 11¾” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 750-450-1175
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾” BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 5″ | 7,600 LBS | 7,600 LBS | 10.5″ | 12″ | 21″ |
4,000 psi | 6″ | 10,000 LBS | 7,600 LBS | 10.5″ | 15″ | 21″ |
¾” x 6¼” x 13” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 750-625-1300
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾” BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 8″ | 10,000 LBS | 10,000 LBS | 13″ | 16″ | 26″ |
4,000 psi | 12″ | 10,000 LBS | 10,000 LBS | 13″ | 16″ | 26″ |
¾” x 6½” x 18½” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 750-650-1850
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾” BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 8″ | 10,000 LBS | 12,000 LBS | 15.25″ | 16″ | 30.5″ |
4,000 psi | 12″ | 13,000 LBS | 12,000 LBS | 15.25″ | 16″ | 30.5″ |
¾” x 6¾” x 11” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 750-675-1100
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾” BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 8″ | 10,000 LBS | 11,500 LBS | 13.75″ | 16″ | 27.5″ |
4,000 psi | 12″ | 12,000 LBS | 11,500 LBS | 13.75″ | 16″ | 27.5″ |
¾” x 6¾” x 11” ASC UTILITY ANCHOR WITH WELDED WIRE CAGE CLIPS
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN
FABRICATED ITEM # 750-675-1101
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾” BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 8″ | 10,000 LBS | 11,500 LBS | 13.75″ | 16″ | 27.5″ |
4,000 psi | 12″ | 12,000 LBS | 11,500 LBS | 13.75″ | 16″ | 27.5″ |
¾” x 9⅛” x 17” STRAP HOOK AND LIFTER
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 750-9125-1700
LOAD RATINGS WERE ESTABLISHED WHEN THE STRAP HOOK / LIFTER WAS EMBEDDED INTO
4,000 PSI CONCRETE SO THE PART PROTRUDED 2¼” FROM THE SURFACE OF CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Tension Straight Up |
|---|---|
4,000 PSI | 12,400 LBS |
1” x 6¼” x 18½” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 1000-625-1850
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾” BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 8″ | 12,950 LBS | 12,250 LBS | 18″ | 18″ | 32″ |
4,000 psi | 12″ | 15,750 LBS | 12,250 LBS | 15.5″ | 18″ | 32″ |
1” x 8” x 21” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 1000-800-2100
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾” BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 10″ | 13,800 LBS | 14,250 LBS | 18″ | 18″ | 36″ |
4,000 psi | 12″ | 19,250 LBS | 15,250 LBS | 18″ | 24″ | 36″ |
1” x 13½” x 28” ASC UTILITY ANCHOR
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 1000-1350-2800
LOAD RATINGS WERE ESTABLISHED WHEN THE ANCHOR WAS RECESSED INTO 4,000 PSI CONCRETE
BY A RECESS POCKET, PLACING THE APEX OF THE LIFTER ¾” BELOW THE SURFACE OF THE CONCRETE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Shear Rating | Tension Rating | Min. Tension Edge Distance | Min. Shear Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 PSI | 15″ | 17,000 LBS | 25,000 LBS | 26.5″ | 18″ | 53″ |
4,000 PSI | 18″ | 24,000 LBS | 25,000 LBS | 26.5″ | 24″ | 53″ |
****FOR TOP OF WALL INSTALLATION ONLY**** | ||||||
4,000 PSI | 12″ | – | 14,000 LBS | 26.5″ | 6″ | 53″ |
4,000 PSI | 16″ | – | 16,000 LBS | 26.5″ | 8″ | 53″ |