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ASTM A1044/A1044M-16ae1
Standard Specification for Steel Stud Assemblies for Shear Reinforcement of Concrete (Includes all amendments And changes 9/30/2022).
Přeložit název
NORMA vydána dne 1.3.2016
Informace o normě:
Označení normy: ASTM A1044/A1044M-16ae1
Poznámka: NEPLATNÁ
Datum vydání normy: 1.3.2016
Kód zboží: NS-968667
Počet stran: 5
Přibližná hmotnost: 15 g (0.03 liber)
Země: Americká technická norma
Kategorie: Technické normy ASTM
Kategorie - podobné normy:
Anotace textu normy ASTM A1044/A1044M-16ae1 :
Keywords:
base rail, concrete reinforcement, headed studs, shear reinforcement, steel, stud assemblies,, ICS Number Code 91.080.40 (Concrete structures)
Doplňující informace
| 1. Scope | ||||||||||||||||||
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1.1 This specification covers steel stud assemblies for shear reinforcement of concrete. Stud assemblies consist of either single-headed studs (Type 1) attached to a structural steel base rail by structural welding or stud welding, or double-headed studs (Type 2) mechanically crimped into a non-structural steel shape or attached to a steel plate by spot welding or tack welding. These stud assemblies are not intended for use as shear connectors in steel-concrete composite construction. Note 1: The configuration of the studs for stud assemblies is
much different than the configuration of the headed-type studs
prescribed in Section 7, Figure 7.1 of AWS D1.1/D1.1M. Ratios of
the cross-sectional areas of the head-to-shank of the AWS
D1.1/D1.1M studs range from about 2.5 to 4. In contrast, this
specification requires the area of the head of the studs for stud
assemblies to be at least 10 times the area of the shank. Thus, the
standard headed-type studs in Section 7, Figure 7.1 of AWS
D1.1/D1.1M do not conform to the requirements of this specification
for use as stud assemblies for shear reinforcement.
1.2 This specification is applicable for orders in either inch-pound units or in SI units. 1.3 The values stated either in inch-pound or SI units are to be regarded as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification. |
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| 2. Referenced Documents | ||||||||||||||||||
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