SUP-R-STUD + Wedge Anchor, 3/8" Dia., 3-3/4" L, Steel Plain, 400 PK

  • Mfr # 2738334B

  • Zoro # G5891173


product price: $900.99
/pk 400, $2.25/ea
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Key Features

Compatible Material
Concrete
Sub-Brand
SUP-R-STUD +
Material
Steel
Finish
Plain
Seismic Approved
No
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Specifications

Product Information

MFR #
2738334B
Zoro #
G5891173
UPC #
-
Country of Origin
United States

Dimensions

Anchor Diameter
3/8"
Overall Length
3-3/4"
Drill Bit Size
3/8 in
Thread Size
3/8"-16
Minimum Installation Depth
1-5/8"
Maximum Material Thickness
2-1/8"
Thread Length
2 5/8 in
Minimum Material Thickness
4 in

Details

Item
Wedge Anchor
Compatible Material
Concrete
Sub-Brand
SUP-R-STUD +
Material
Steel
Finish
Plain
Seismic Approved
No
ICC Approved for Cracked Concrete
No
Ultimate Pullout (Lb.)
3,556 lb
Ultimate Shear Strength (4,000 psi Concrete)
3,151 lb
Ultimate Tension Strength (4,000 psi Concrete)
5,203 lb
Embedment In Concrete
3 3/8 in
Ultimate Tension (Lbs.)
3,556 lb
Ultimate Tension in 3000 PSI Concrete (Lb.)
3,556 lb
Material Grade
304
Includes
Nut, Washer
Ultimate Shear in 3000 PSI Concrete (Lb.)
3,151 lb
Ultimate Shear (Lb.)
3,151 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
3,556 lb
Material Grade/Class
18-8
Minimum Installation Torque
15 ft-lb
Manufacturer Location
Made in USA
Maximum Installation Torque
30 ft-lb
Maximum Ultimate Shear Strength
3,151 lb
Series
Stud+
System of Measurement
Inch

Description

Wedge Anchor, System of Measurement Inch, Anchor Diameter 3/8 in, Thread Size 3/8 In.-16, Overall Length 3 3/4 in, Thread Length 2 5/8 in, Eyelet Hole Size Not Applicable, Material Stainless Steel, Material Grade/Class 18-8, Finish Plain, Compatible Material Concrete, Drill Bit Size 3/8 in, Minimum Installation Depth 1 5/8 in, Minimum Material Thickness 4 in, Ultimate Shear Strength (4,000 psi Concrete) 3,151 lb, Ultimate Tension Strength (4,000 psi Concrete) 5,203 lb, Nut Width Not Applicable

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