Specification for the Design of Cold-formed Stainless Steel Structural Members PDF Download
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Author: American Society of Civil Engineers
Publisher:
ISBN:
Category : Building, Iron and steel
Languages : en
Pages : 0
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Book Description
Author: American Society of Civil Engineers
Publisher:
ISBN:
Category : Building, Iron and steel
Languages : en
Pages : 0
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category : Steel
Languages : en
Pages : 138
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Book Description
Author: Shin-Hua Lin
Publisher:
ISBN:
Category :
Languages : en
Pages : 197
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Book Description
Author:
Publisher:
ISBN:
Category : Steel
Languages : en
Pages : 58
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Book Description
Author: American Iron and Steel Institute
Publisher:
ISBN:
Category : Steel
Languages : en
Pages : 56
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Book Description
Author:
Publisher:
ISBN:
Category : Steel
Languages : en
Pages : 92
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Book Description
Author: American Society of Civil Engineers
Publisher:
ISBN: 9780784415955
Category : Building, Iron and steel
Languages : en
Pages : 0
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Book Description
"Specification for the Design of Cold-Formed Stainless Steel Structural Members, ASCE/SEI 8-XX provides design criteria for stainless steel structural members and connections in buildings and other statically loaded structures"--
Author: American Society of Civil Engineers
Publisher:
ISBN: 9780784470800
Category : Building, Iron and steel
Languages : en
Pages :
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Book Description
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.
Author: American Iron and Steel Institute
Publisher:
ISBN:
Category : Building, Iron and steel
Languages : en
Pages : 136
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Book Description
Author: Shin-Hua Lin
Publisher:
ISBN:
Category : Load factor design
Languages : en
Pages : 488
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Book Description
"The allowable stress design (ASD) method has long been used for the design of steel structures in the United States. Recently, the probability-based load and resistance factor design (LRFD) criteria have been successfully applied to the structural design of hot-rolled steel shapes and built-up members. The AISI LRFD Specification is being developed as well for the design of structural members cold-formed from carbon and low alloy steels. This design method is based on the "Limit States Design" philosophy, which is related to the ultimate strength and serviceability of the structural members and connections. Cold-formed stainless steel sections have gained increasing use in architectural and structural applications in recent years due to their superior corrosion resistance, ease of maintenance, and attractive appearance. The current Specification for the design of cold-formed stainless steel structural members and connections was published by American Iron and Steel Institute (AISI) in 1974. This design Specification was based on the allowable stress design method. In order to develop the new design criteria for cold-formed stainless steel structural members, a research project entitled "Load and Resistance Factor Design of Cold-Formed Stainless Steel" has been conducted at the University of Missouri-Rolla. This project contains two phases: (1) to prepare an updated allowable stress design specification and (2) to develop the new load and resistance factor design criteria for cold-formed stainless steel structural members and connections. The proposed new ASD Specification and Commentary for the design of cold-formed stainless steel structural members have been completed and published in the Third Progress Report of this project. This dissertation mainly discusses the development of the LRFD criteria for cold-formed stainless steel structural members and connections. These design criteria were developed on the basis of the first order probabilistic theory, for which only the mean value and coefficient of variation of variables are required. These variables reflect the uncertainties in mechanical properties of materials, load effects, design assumption, and fabrication. As the initial step of the investigation, statistical analyses of mechanical properties and thicknesses for various types of stainless steels have been evaluated. The modified Ramberg-Osgood equation has been used in this study for determining the secant modulus, tangent modulus, and plasticity reduction factor. Theoretical basis of the probability-based LRFD criteria and procedures used to calibrate the design provisions are discussed in detail. The resistance factors obtained from the calibrations have been recommended for use in the LRFD criteria. Because the LRFD method involves probabilistic considerations for uncertain variables in the design formulas, this method can provide a more uniform overall safety and reliability for structural design"--Abstract, pages ii-iii.
