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 |
For a quote or to order, please specify: | |||
---|---|---|---|
Product Code: | Diameter: | Length: | Material: |
HSC | Specify D | Specify L | Specify |
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 | ||
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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. |