D Anchors
Loading Information
ASC Item # | |||
|---|---|---|---|
Bar Diameter | .375″ | .500″ | .625″ |
Anchor Depth | 3.75″ | 3.75″ | .625″ |
Anchor Length | 4.25″ | 5.00″ | 4.44″ |
Concrete Strength | 4000 PSI | 4000 PSI | 4000 PSI |
Tension Edge Distance | 8″ | 8″ | 8″ |
Tension Capacity 90° | 2750 LBS | 2750 LBS | 3500 LBS |
Tension Capacity 60° | 2200 LBS | 2400 LBS | 3000 LBS |
Tension Capacity 45° | 1800 LBS | 2100 LBS | 2500 LBS |
Sheer Edge Distance | 7.50″ | 7.50″ | 8.50″ |
Sheer Capacity 90° | 2750 LBS | 4000 LBS | 4500 LBS |
Sheer Capacity 60° | 2200 LBS | 2850 LBS | 3350 LBS |
Sheer Capacity 45° | 1800 LBS | 2100 LBS | 2500 LBS |
Minimum Space Between Anchors | 16″ | 16″ | 16″ |
Minimum Member Thickness | 5″ | 5″ | 6″ |
⅜” D-ANCHOR A 1064 DEFORMED STEEL WIRE
ASC UTILITY ANCHOR, EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 375-350-500
LOAD RATINGS ESTABLISHED WHEN THE ⅜” 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 | Shear Rating | Tension Rating | Tension Edge Distance | Shear Edge Distance | Max. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 5″ | 2,750 LBS | 2.750 LBS | 8″ | 7.5″ | 16″ |
½” D-ANCHOR A 1064 DEFORMED STEEL WIRE
ASC UTILITY ANCHOR, EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 500-350-500
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 | Shear Rating | Tension Rating | Tension Edge Distance | Shear Edge Distance | Max. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 5″ | 4,000 LBS | 2.750 LBS | 8″ | 7.5″ | 16″ |
⅝” D-ANCHOR A 1064 DEFORMED STEEL WIRE
ASC UTILITY ANCHOR, EPOXY COATED
(USA) DOMESTIC STEEL AND AMERICAN FABRICATED
ITEM # 625-500
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 | Shear Rating | Tension Rating | Tension Edge Distance | Shear Edge Distance | Max. Space Between Anchors |
|---|---|---|---|---|---|---|
4,000 psi | 6″ | 4,500 LBS | 3,500 LBS | 8″ | 8.5″ | 16″ |