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AS A143-1963 PDF

AS A143-1963 PDF

Name:
AS A143-1963 PDF

Published Date:
01/01/1963

Status:
[ Superseded ]

Description:

Multi-layer steel strand, not stress-relieved, for tendons for prestressed concrete

Publisher:
Standards Australia

Document status:
Active
Format:
Electronic (PDF)
Delivery time:
10 minutes
Delivery time (for Russian version):
200 business days
SKU:
Choose Document Language:
$17.226
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This specification applies to multi-layer high tensile steel strand used as tendons in prestressed concrete, when the material has not been stress-relieved after stranding.
Edition : 1st
File Size : 1 file , 6.4 MB
Note : This product is unavailable in Russia, Belarus
Number of Pages : 0
Product Code(s) : 10102501
Published : 01/01/1963

History

AS 1313-1989
AS 1313-1989
Published Date: 01/01/1989
Steel tendons for prestressed concrete - Cold-worked high-tensile alloy steel bars for prestressed concrete
$8.316
AS 1311-1987
AS 1311-1987
Published Date: 01/01/1987
Steel tendons for prestressed concrete-7-wire stress-relieved steel strand for tendons in prestressed concrete
$8.316
AS 1310-1987
AS 1310-1987
Published Date: 01/01/1987
Steel wire for tendons in prestressed concrete
$8.316
AS 1310 TO AS 1313-1972
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Published Date: 07/04/1972
Steel tendons for pressed concrete (metric units)
$32.868
AS 1310 TO 1313-1972
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Published Date: 07/04/1972
Steel tendons for pressed concrete (metric units)
$32.868
AS A144-1971
AS A144-1971
Published Date: 01/01/1971
Cold-worked high-tensile alloy steel bars for prestressed concrete
AS A143-1971
AS A143-1971
Published Date: 01/01/1971
19-wire steel strand for tendons in prestressed concrete
AS A142-1971
AS A142-1971
Published Date: 01/01/1971
7-Wire stress-relieved steel strand for tendons in prestressed concrete
AS A144-1963
AS A144-1963
Published Date: 01/01/1963
Alloy steel bar tendons for prestressed concrete
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AS A143-1963
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Published Date: 01/01/1963
Multi-layer steel strand, not stress-relieved, for tendons for prestressed concrete
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AS A142-1963
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Published Date: 01/01/1963
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$17.226

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