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ASCE 8-02

Specification for the Design of Cold-Formed Stainless Steel Structural Members

Organization:
ASCE - American Society of Civil Engineers
Year: 2002

Abstract: This ASCE Standard Specification shall apply to the design of structural members cold-formed to shape from annealed and cold-rolled sheet, strip, plate, or flat bar stainless steels when used for load-carrying purposes in buildings and other statically loaded structures. It may also be used for structures other than buildings provided appropriate allowances are made for thermal and/or dynamic effects. Appendices to this Specification shall be considered as integral parts of the Specification.
This ASCE Standard supersedes the 1974 edition of the Specification for the Design of Cold-Formed Stainless Steel Structural Members issued by the American Iron and Steel Institute.
URI: https://lib.yabesh.ir/std/handle/yse/14568
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    ASCE 8-02

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contributor authorASCE - American Society of Civil Engineers
date accessioned2017-09-04T15:15:34Z
date available2017-09-04T15:15:34Z
date copyright01/01/2002
date issued2002
identifier otherMGROBBAAAAAAAAAA.pdf
identifier urihttps://lib.yabesh.ir/std/handle/yse/14568
description abstractThis ASCE Standard Specification shall apply to the design of structural members cold-formed to shape from annealed and cold-rolled sheet, strip, plate, or flat bar stainless steels when used for load-carrying purposes in buildings and other statically loaded structures. It may also be used for structures other than buildings provided appropriate allowances are made for thermal and/or dynamic effects. Appendices to this Specification shall be considered as integral parts of the Specification.
This ASCE Standard supersedes the 1974 edition of the Specification for the Design of Cold-Formed Stainless Steel Structural Members issued by the American Iron and Steel Institute.
languageEnglish
titleASCE 8-02num
titleSpecification for the Design of Cold-Formed Stainless Steel Structural Membersen
typestandard
page132
statusActive
treeASCE - American Society of Civil Engineers:;2002
contenttypefulltext
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