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Sunbelt Stud Welding
1-800-462-9353
www.sunbeltstudwelding.com

Header Shear Connector - Arc Weld Stud

For a quote or to order, please specify:
Product Code: Diameter: Length: Material:
HSC Specify D Specify L Specify
>Headed Shear Connector Arc Weld Stud
Headed Shear Connector
>Headed Shear Connector Ferrule Arc Weld Stud
Headed Shear Connector Ferrule
Stud Specifications Ferrule Specifications
D H A No. D B G M
3/4 1-1/4 3/8 F075-F 1.218 1.030 .469 .656
3/4 * 1-1/4 3/8 F075-TD 1.335 1.210 .406 .600
7/8 1-3/8 3/8 F087-F 1.406 1.210 .545 .732
1 1-5/8 1/2 F100-F 1.610 1.406 .632 .820
* For 3/4” weld thru-deck only

Headed Shear Connectors are designed for composite construction to secure the concrete to the steel beams and to resist shear loadings between the concrete slab and steel beam.

Specifications – HSC’s meet AWS Specifications D1.1, D1.5 and or D1.6. International Specifications BS5950, BS5400, DIN/ISO are available.

Material – Low carbon steel, ASTM A108 / A29, Grade C1010 to C1020. In Stainless Steel, grades 302, 304, 310 and 316 are stocked in some sizes.

Ferrules – Customer to specify ferrule type at time of order.

Length – Lengths are listed before welding. For Stud Diameters (D) 3/4” and 7/8” the length reduction is roughly 3/16” and for (D) 1” the reduction is roughly 1/4”. For Weld Thru-deck the length reduction is roughly 3/8”. HSC’s can be made in any length above the standard minimum. The standard stock lengths are usually the most cost effective option.

Mechanical Property Requirements
  Type A Type B
Tensile Strength 61,000 psi min. 65,000 psi min.
Yield Strength 49,000 psi min. 51,000 psi min.
Elongation (% in 2 in.) 17% min. 20% min.
Elongation (% in 5x dia.) 14% min. 15% min
Reduction of Area 50% min. 50% min.
Type A Studs are general purpose studs.
Type B Studs are headed, bent, or of other configuration that are used as an essential component in composite beam design and construction.