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Trubolt Wedge Anchor, 5/8" Dia., 4-1/4" L, 18-8 Stainless Steel Plain, 10 PK

  • Mfr # WW-5842

  • Zoro # G4371053


product price: $115.99
/pk 10, $11.60/ea
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Key Features

Compatible Material
Concrete
Sub-Brand
Trubolt
Material
18-8 Stainless Steel
Finish
Plain
Seismic Approved
No
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Specifications

Product Information

MFR #
WW-5842
Zoro #
G4371053
UPC #
662520067415
Country of Origin
United States

Dimensions

Anchor Diameter
5/8"
Overall Length
4-1/4"
Drill Bit Size
5/8 in
Thread Size
5/8"-11
Minimum Installation Depth
2-3/4"
Maximum Material Thickness
7/8"
Thread Length
2 1/2 in
Minimum Material Thickness
5 in

Details

Item
Wedge Anchor
Compatible Material
Concrete
Sub-Brand
Trubolt
Material
18-8 Stainless Steel
Finish
Plain
Seismic Approved
No
ICC Approved for Cracked Concrete
No
Ultimate Shear Strength (4,000 psi Concrete)
7,120 lb
Ultimate Tension Strength (4,000 psi Concrete)
7,180 lb
ICC Approved for Un-Cracked Concrete
Yes
Thread
Fully Threaded
Material Grade
304
Includes
Nut, Washer
Industry Standards
ICC Evaluation Service, Inc. # ESR-2251; UL; Factory Mutual; COLA - RR2748; California State Fire Marshall; Caltrans; Meets or Exceeds US Government G.S.A Specification A-A-1923A Type 4 (formerly GSA: FF-S-325 Group II, Type 4, Class 1)
Wedge Anchor Type
Wedge Anchor
Series
Trubolt/Trubolt+
Minimum Installation Torque
90 ft-lb
Thread Style
Fully Threaded
Maximum Installation Torque
90 ft-lb
Manufacturer Location
Globally Sourced
Material Grade/Class
18-8
System of Measurement
Inch
Material Quality Standards
ACI 355.2

Description

Wedge Anchor, System of Measurement Inch, Anchor Diameter 5/8 in, Thread Size 5/8 In.-11, Overall Length 4 1/4 in, Thread Length 2 1/2 in, Material Stainless Steel, Material Grade/Class 18-8, Finish Plain, Compatible Material Concrete, Drill Bit Size 5/8 in, Minimum Installation Depth 2 1/2 in, Minimum Material Thickness 5 in, Ultimate Shear Strength (4,000 psi Concrete) 7,120 lb, Ultimate Tension Strength (4,000 psi Concrete) 7,180 lb, Wedge Anchor Type Wedge Anchor, Seismic Approved No

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