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Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete (Includes all amendments And changes 11/20/2015).
Automaticky preložený názov:
Štandardné špecifikácie pre Steel Strand, Nenatieraná Seven-Wire pre predpätého betónu
NORMA vydaná dňa 1.9.2012
Označenie normy: ASTM A416/A416M-12a
Poznámka: NEPLATNÁ
Dátum vydania normy: 1.9.2012
Kód tovaru: NS-2423
Počet strán: 5
Približná hmotnosť: 15 g (0.03 libier)
Krajina: Americká technická norma
Kategória: Technické normy ASTM
Keywords:
prestressed concrete, seven-wire strand (tendon), steel wire, ICS Number Code 77.140.15 (Steels for reinforcement of concrete)
1. Scope | ||||||
1.1 This specification covers two types and two grades of seven-wire, uncoated steel strand for use prestressed concrete construction. The two types of strand are low-relaxation and stress-relieved (normal-relaxation). Low-relaxation strand is to be regarded as the standard type. Stress-relieved (normal-relaxation) strand will not be furnished unless specifically ordered. Grade 250 [1725] and Grade 270 [1860] have minimum tensile strengths of 250 ksi [1725 MPa] and 270 ksi [1860 MPa], respectively, based on the nominal area of the strand. 1.2 A supplementary requirement (S1) is provided for use where bond strength testing of 0.600-in. [15.24-mm] diameter Grade 270 [1860] strand for applications in prestressed ground anchors is required by the purchaser. The supplementary requirement applies only when specified in the purchase order. 1.3 This specification is applicable for orders in either inch-pound units (as Specification A416) or in SI units (as Specification A416M). 1.4 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the specification. |
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2. Referenced Documents | ||||||
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