Mkt Fastening

SUP-R-STUD + Wedge Anchor, 5/8" Dia., 4-1/2" L, Steel Zinc Plated, 5 PK


product price: $11.15
/pk 5, $2.23/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 5/8"
Overall Length 4-1/2"
Drill Bit Size 5/8 in
Thread Size 5/8"-11
Minimum Installation Depth 2-3/4"
Thread Length 2 5/8 in
Nut Width 0.9375 in
Washer Outside Diameter 1.312 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.) 5,556 lb
Maximum Material Thickness 1-3/4"
Ultimate Shear Strength (4,000 psi Concrete) 9,659 lb
Ultimate Tension Strength (4,000 psi Concrete) 5,556 lb
Ultimate Tension (Lbs.) 5,556 lb
Ultimate Tension in 3000 PSI Concrete (Lb.) 5,486 lb
Includes Nut, Washer
Ultimate Shear (Lb.) 9,659 lb
Embedment In Concrete 2 3/4 in
Material Grade Grade 2
Ultimate Shear in 3000 PSI Concrete (Lb.) 9,659 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
Manufacturer Location Made in USA
Maximum Installation Torque 75 ft-lb
Maximum Ultimate Shear Strength 9,659 lb
System of Measurement Inch
Minimum Installation Torque 40 ft-lb
Series Stud+
Material Grade/Class Grade 2
Maximum Ultimate Tension Strength 5,556 lb
Minimum Material Thickness 4 in

Description

Wedge Anchor, System of Measurement Inch, Anchor Diameter 5/8 in, Thread Size 5/8 In.-11, Overall Length 4 1/2 in, Thread Length 2 5/8 in, Eyelet Hole Size Not Applicable, Material Steel, Material Grade/Class Grade 2, Finish Zinc Plated, Compatible Material Concrete, Drill Bit Size 5/8 in, Minimum Installation Depth 2 3/4 in, Minimum Material Thickness 4 in, Ultimate Shear Strength (4,000 psi Concrete) 9,659 lb, Ultimate Tension Strength (4,000 psi Concrete) 5,556 lb, Nut Width 0.9375 in

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