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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 SWA representitive for other lengths available
for specific applications.
MATERIAL: Low carbon steel
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Mechanical Property Requirements
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Type A1
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Type B2
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| Tensile Strength |
55,000 psi
min
(380 MPa)
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60,000 psi
min
(415 MPa)
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Yield Strength
(0.2% offset) |
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50,000 psi
min
(345 MPa)
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Elongation
(% in 2-in.) |
17% min
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20% min
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| Reduction of Area |
50% min
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50% min
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| 1
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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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