SHEAR CONNECTOR STUDS are designed to effectively tie the concrete to 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 1/4" shorter after welding. Lengths for shear connector studs are generally set by governing specifications. Consult your SWF representitive for other lengths available for specific applications.
MATERIAL: Low carbon steel |
Online Quote Form |
Mechanical Property Requirements |
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Type A1 |
Type B2 |
| Tensile Strength |
55,000 psi min
(380 MPa) |
60,000 psi min
(415 MPa) |
Yield Strength
(0.2% offset) |
__ |
50,000 psi min
(345 MPa) |
Elongation
(% in 2-in.) |
17% min |
20% min |
| Reduction of Area |
50% min |
50% min |
| 1 |
Type A studs shall be general purpose of any type and size used for purposes other than shear transfer in composite beam design and construction. |
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| 2 |
Type B studs shall be studs that are heated, bent, or of other configuration in 1/2 in (12.7 mm), 5/8 in (15.9 mm), 3/4 in (19 mm), 7/8 in (22.2 mm), and 1 in (25.4 mm) diameter that are used as an essential component in composite beam design and construction. |
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