Item # SC-75-4-1875, Shear Connector Stud (SC), 4-3/16" Long On Sales Systems Ltd.

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Sales Systems Limited Products and Services > Fasteners Reference Guide > Studs > Shear Connector Stud (SC) > Item # SC-75-4-1875


	Item # SC-75-4-1875, Shear Connector Stud (SC), 4-3/16" Long

Shear Connector Stud are designed to effectively tie the concrete to the steel beams and to resist shear loadings between the concrete slab and steel beam in composite construction. All orders for studs include required ferrules.

Length : Length is before weld. Studs will be approximately 3/16" shorter after welding. Lengths for shear connector studs are generally set by governing specifications. Consult your SWA representative for other lengths available for specific applications.

Material : Low Carbon Steel

All S.W.A. shear connector studs meet AWS specifications. Test reports available on request.

Stainless Steel : SC studs are also available in stainless steel. Type 304 Other grades of stainless steel (except Type 303) available when required.
Boxed in 3/8 keg cartons.

For welding to fillet or heel of angle consult SWA representative for ferrule part number.

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Manufacturer · Specifications · Weight and Packaging · Stud Specifications · Ferrule Specifications · Mechanical Properties

Manufacturer

Manufacturer		Stud Welding Products, Inc.

Specifications

Product		Connector Studs

Standard Length		4-3/16 in

Weight and Packaging

Weight per M Pieces		611 lbs

Pieces per Box		150

Weight per Box		92 lbs

Stud Specifications

D		3/4 in

A		1-1/4 in

H		3/8 in

Ferrule Specifications

No.		FF-075 (Flat Surface) FW-075 (Weld Through Deck)

D		1.215 in

B		1.030 in

F		0.469 in

M		0.656 in

Mechanical Properties

Material		Low Carbon Steel (C-1010) Low Carbon Steel (C-1020) Stainless Steel (ASTM-A108) Stainless Steel (AWSD1.1)

Min. Tensile		60000 psi

Min. Reduction in Area		50%

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		General Information for Stud Welding (PDF, 1634KB)

Item # SC-75-4-1875, Shear Connector Stud (SC), 4-3/16" Long

Manufacturer

Product

Standard Length

Weight per M Pieces

Pieces per Box

Weight per Box

D

A

H

No.

D

B

F

M

Material

Min. Tensile

Min. Reduction in Area