Mkt Fastening

SUP-R-STUD + Wedge Anchor, 1/2" Dia., 3-3/4" L, Steel Zinc Plated, 10 PK


product price: $16.19
/pk 10, $1.62/ea

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Key Features

Grade 2 Material Grade/Class
  • Compatible Material Concrete
  • Sub-Brand SUP-R-STUD +
  • Material Steel
  • Finish Zinc Plated
  • Seismic Approved No
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Product Information

Dimensions

Anchor Diameter 1/2"
Overall Length 3-3/4"
Drill Bit Size 1/2 in
Thread Size 1/2"-13
Minimum Installation Depth 2-1/4"
Thread Length 2 1/2 in
Washer Outside Diameter 1.062 in
Nut Width 0.75 in

Details

Item Wedge Anchor
Compatible Material Concrete
Sub-Brand SUP-R-STUD +
Material Steel
Finish Zinc Plated
Seismic Approved No
ICC Approved for Cracked Concrete No
Ultimate Pullout (Lb.) 5,068 lb
Maximum Material Thickness 1-1/2"
Ultimate Shear Strength (4,000 psi Concrete) 6,828 lb
Ultimate Tension Strength (4,000 psi Concrete) 5,068 lb
Material Grade Grade 2
Ultimate Tension (Lbs.) 5,068 lb
Embedment In Concrete 2 1/4 in
Includes Nut, Washer
Ultimate Tension in 3000 PSI Concrete (Lb.) 4,120 lb
Ultimate Shear in 3000 PSI Concrete (Lb.) 6,828 lb
Ultimate Shear (Lb.) 6,828 lb
ICC Approved for Un-Cracked Concrete Yes
Industry Standards GSA SPEC FF-S-325C, GROUP II, TYPE 4, CLASS 1
Wedge Anchor Type Wedge Anchor
Maximum Ultimate Tension Strength 5,068 lb
Manufacturer Location Made in USA
Material Grade/Class Grade 2
Maximum Ultimate Shear Strength 6,828 lb
Minimum Installation Torque 25 ft-lb
System of Measurement Inch
Maximum Installation Torque 50 ft-lb
Minimum Material Thickness 4 in
Series Stud+

Description

Wedge Anchor, System of Measurement Inch, Anchor Diameter 1/2 in, Thread Size 1/2 In.-13, Overall Length 3 3/4 in, Thread Length 2 1/2 in, Eyelet Hole Size Not Applicable, Material Steel, Material Grade/Class Grade 2, Finish Zinc Plated, Compatible Material Concrete, Drill Bit Size 1/2 in, Minimum Installation Depth 2 1/4 in, Minimum Material Thickness 4 in, Ultimate Shear Strength (4,000 psi Concrete) 6,828 lb, Ultimate Tension Strength (4,000 psi Concrete) 5,068 lb, Nut Width 0.75 in

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