Solid Loop Lifters
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ASC Item # | Steel Designation | Bar Diameter (in) | Anchor Emb. Depth (in) | Anchor Height (in) | Anchor Length (in) | Tension Edge Distance (in) | Tension Capacity 90 (lbs) | Min space Between Achors (in) | Min Member Thickness (in) | Concrete Strength (psi) |
|---|---|---|---|---|---|---|---|---|---|---|
A1064 | 0.375 | 3.75 | 5.50 | 5.50 | 7.00 | 3500 | 14.00 | 5.00 | 4000 | |
A36 | 0.375 | 4.00 | 8.50 | 5.50 | 7.00 | 3750 | 14.00 | 5.00 | 4000 | |
7.00 | 11.00 | 22.00 | 8.00 | |||||||
A1064 | 0.375 | 4.00 | 7.00 | 4000 | 14.00 | 5.00 | ||||
7.00 | 12.00 | 4500 | 24.00 | 8.00 | ||||||
A36 | 0.500 | 7.75 | 9.75 | 6.38 | 13.00 | 6250 | 26.00 | 9.00 | 4000 | |
A1064 | ||||||||||
A1064 | 0.625 | 5.00 | 11.00 | 4.00 | 8.50 | 6500 | 17.00 | 6.00 | 4000 | |
7.00 | 12.00 | 9000 | 24.00 | 8.00 | ||||||
A36 | 0.625 | 8.00 | 12.00 | 4.00 | 13.00 | 7500 | 26.00 | 9.00 | 4000 | |
A1064 | 5.00 | 9.00 | 6500 | 18.00 | 6.00 | |||||
7.00 | 12.00 | 9500 | 24.00 | 8.00 | ||||||
8.75 | 15.00 | 10000 | 20.00 | 10.00 | ||||||
A36 | 0.750 | 5.50 | 14.00 | 12.00 | 9.50 | 6625 | 19.00 | 7.00 | 4000 | |
7.00 | 12.00 | 8750 | 24.00 | 8.00 | ||||||
9.00 | 15.00 | 11125 | 30.00 | 10.00 | ||||||
A36 | 1.000 | 14.00 | 19.00 | 5.75 | 21.00 | 17750 | 42.00 | 15.00 | 4000 |
⅜” x 5½” DEFORMED WIRE SOLID LOOP LIFTER
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 375-550-DW
LOAD RATINGS WERE ESTABLISHED WHEN THE ⅜” x 5½” DEFORMED WIRE SOLID LOOP
LIFTER WAS EMBEDDED THE MINIMUM DEPTH INTO 4,000 PSI CONCRETE.
Concrete Strength | Wall/Slab Thickness | Anchor Embedment Depth | Tension Straight Up Rating | Min. Tension Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|
4,000 psi | 5″ | 3¾ “ | 3,500 LBS | 7″ | 14″ |
⅜” x 8½” SOLID LOOP LIFTER
POWDER EPOXY COATED
(USA) DOMESTIC STEEL ANDAMERICAN FABRICATED
ITEM # 375-850
PATENT # D615,849
LOAD RATINGS ESTABLISHED WHEN THE ½” D-ANCHOR WAS EMBEDDED INTO 4,000 PSI CONCRETE USING A RECESS POCKET PLACING TOP OF THE ANCHOR ¾” BELOW THE SURFACE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Anchor Embedment Depth | Tension Straight Up Rating | Min. Tension Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|
4,000 psi | 5″ | 4 “ | 3,500 LBS | 7″ | 14″ |
4,000 psi | 8″ | 7 “ | 3,500 LBS | 11″ | 22″ |
⅜” x 8½” DEFORMED WIRE SOLID LOOP LIFTER
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 375-850-DW
PATENT # D615,849
LOAD RATINGS ESTABLISHED WHEN THE ½” D-ANCHOR WAS EMBEDDED INTO 4,000 PSI CONCRETE USING A RECESS POCKET PLACING TOP OF THE ANCHOR ¾” BELOW THE SURFACE.
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Anchor Embedment Depth | Tension Straight Up Rating | Min. Tension Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|
4,000 psi | 5″ | 4 “ | 3,500 LBS | 7″ | 14″ |
4,000 psi | 8″ | 7 “ | 3,500 LBS | 11″ | 22″ |
½” x 9¾” SOLID LOOP LIFTER
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 500-975
PATENT # D615,849
LOAD RATINGS WERE ESTABLISHED WHEN THE ½” x 9¾” SOLID LOOP LIFTER WAS EMBEDDED IN THE MINIMUM DEPTH OF 7¾” INTO THE CONCRETE
Concrete Strength | Wall/Slab Thickness | Anchor Embedment Depth | Tension Straight Up Rating | Min. Tension Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|
2,000 psi | 9″ | 7¾” | 5,500 LBS | 13″ | 26″ |
4,000 psi | 9″ | 7¾” | 6,250 LBS | 13″ | 26″ |
½” x 9¾” DEFORMED WIRE SOLID LOOP LIFTER
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 500-975-DW
PATENT # D615,849
LOAD RATINGS WERE ESTABLISHED WHEN THE ½” x 9¾” DEFORMED WIRE SOLID LOOP LIFTER WAS EMBEDDEDTHE MINIMUMDEPTH OF 7¾” INTO 4,000 PSI CONCRETE. LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Anchor Embedment Depth | Tension Straight Up Rating | Min. Tension Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|
4,000 psi | 9″ | 7¾” | 6,250 LBS | 13″ | 26″ |
⅝” x 12” SOLID LOOP LIFTER
POWDER EPOXY COATED
(USA) DOMESTIC STEEL ANDAMERICAN FABRICATED
ITEM # 625-120
PATENT # D615,849
LOAD RATINGS WERE ESTABLISHED WHEN THE ⅝” x 12” SOLID LOOP LIFTER WAS EMBEDDED THE MINIMUM DEPTH OF 8” INTO 4,000 PSI CONCRETE. LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Anchor Embedment Depth | Tension Straight Up Rating | Min. Tension Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|
4,000 psi | 9″ | 8″ | 7,500 LBS | 13″ | 26″ |
⅝” x 12” DEFORMED WIRE SOLID LOOP LIFTER
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 625-120-DW
PATENT # D615,849
LOAD RATINGS WERE ESTABLISHED WHEN THE ⅝” x 12” DEFORMED WIRE SOLID LOOP LIFTER WAS EMBEDDED THE MINIMUM DEPTH INTO 4,000 PSI CONCRETE. LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Anchor Embedment Depth | Tension Straight Up Rating | Min. Tension Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|
4,000 psi | 6″ | 5″ | 6,500 LBS | 9″ | 18″ |
4,000 psi | 8″ | 7 “ | 9,500 LBS | 12″ | 24″ |
4,000 psi | 10″ | 8¾” | 10,000 LBS | 15″ | 30″ |
¾” x 14” SOLID LOOP LIFTER
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 750-140-120
LOAD RATINGS WERE ESTABLISHED WHEN THE ¾” x 14″ SOLID LOOP LIFTER WAS EMBEDDED INTO 4,000 PSI CONCRETE. LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Anchor Embedment Depth | Tension Straight Up Rating | Min. Tension Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|
4,000 psi | 5″ | 4 “ | 3,500 LBS | 7″ | 14″ |
4,000 psi | 8″ | 7 “ | 3,500 LBS | 11″ | 22″ |
1” x 19” DEFORMED WIRE SOLID LOOP LIFTER
POWDER EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 1000-1900
LOAD RATINGS ESTABLISHED WHEN THE 1″ X 19″ SOLID LOOP LIFTER WAS EMBEDDED THE MINIMUM DEPTH OF 14″ INTO 4,000 PSI CONCRETE .
LOAD RATINGS COMPLY WITH OSHA 1926.704 (C) 4:1 SAFETY FACTOR
Concrete Strength | Wall/Slab Thickness | Anchor Embedment Depth | Tension Straight Up Rating | Min. Tension Edge Distance | Min. Space Between Anchors |
|---|---|---|---|---|---|
4,000 psi | 15″ | 14″ | 17,750 LBS | 21″ | 42″ |