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Specification for the design of cold-formed stainless steel structural members
Title
Specification for the design of cold-formed stainless steel structural members / American Society of Civil Engineers.
ISBN
9780784470800
0784470804
9780784405567
0784405565
Published
Reston, VA : American Society of Civil Engineers, ©2002.
Physical Description
1 online resource (xxii, 110 pages) : illustrations
Local Notes
Access is available to the Yale community.
Access and use
Access restricted by licensing agreement.
Summary
'Specification for the Design of Cold-Formed Stainless Steel Structural Members' provides design criteria for the determination of the strength of stainless steel structural members and connections for use in buildings and other statically loaded structures. The members may be cold-formed to shape from annealed and cold-rolled sheet, strip, plate, or flat bar stainless steel material. Design criteria are provided for axially loaded tension or compression members, flexural members subjected to bending and shear, and members subjected to combined axial load and bending. The specification provides the design strength criteria using load and resistance factor design (LRFD) and the allowable stress design (ASD) methods. The reasoning behind and the justification for various provisions of the specification are also presented. The design strength requirements of this Standard are intended for use by structural engineers and those engaged in preparing and administrating local building codes. -- Provided by publisher.
Variant and related titles
Knovel. OCLC KB.
Other formats
Print version: Specification for the design of cold-formed stainless steel structural members. Reston, VA : American Society of Civil Engineers, ©2002
Format
Books / Online
Language
English
Added to Catalog
February 14, 2024
Series
ASCE standard
Bibliography
Includes bibliographical references and index.
Contents
1. General Provisions
1.1. Limits of Applicability and Terms
1.2. Nonconforming Shapes and Constructions
1.3. Material
1.4. Loads
1.5. Structural Analysis and Design
2. Elements
2.1. Dimensional Limits and Considerations
2.2. Effective Widths of Stiffened Elements
2.3. Effective Widths of Unstiffened Elements
2.4. Effective Widths of Elements with Edge Stiffener or One Intermediate Stiffener
2.5. Effective Widths of Edge-Stiffened Elements with Intermediate Stiffeners or Stiffened Elements with More Than One Intermediate Stiffener
2.6. Stiffeners
3. Members
3.1. Properties of Sections
3.2. Tension Members
3.3. Flexural Members.
Subjects
Genre/Form
Specifications
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