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The Effect Of Web Perforations Upon The Ultimate Moment Capacity Of Thin Gage Cold Formed Steel Flexural Members
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Book Synopsis The Effect of Web Perforations Upon the Ultimate Moment Capacity of Thin Gage Cold-formed Steel Flexural Members by : John Dorsey Brock
Download or read book The Effect of Web Perforations Upon the Ultimate Moment Capacity of Thin Gage Cold-formed Steel Flexural Members written by John Dorsey Brock and published by . This book was released on 1991 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Structural Behavior of Perforated Web Elements of Cold-formed Steel Flexural Members Subjected to Web Crippling and a Combination of Web Crippling and Bending by : James Edward Langan
Download or read book Structural Behavior of Perforated Web Elements of Cold-formed Steel Flexural Members Subjected to Web Crippling and a Combination of Web Crippling and Bending written by James Edward Langan and published by . This book was released on 1994 with total page 372 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Metals Abstracts written by and published by . This book was released on 1999-04 with total page 972 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Effects of Cold Forming on the Flexural Behavior of Light-gage Steel Members by : Jairo Uribe
Download or read book Effects of Cold Forming on the Flexural Behavior of Light-gage Steel Members written by Jairo Uribe and published by . This book was released on 1966 with total page 198 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Flexural Behavior of Webs with Openings by : Kimberly D. Hodges-Batson
Download or read book Flexural Behavior of Webs with Openings written by Kimberly D. Hodges-Batson and published by . This book was released on 1992 with total page 84 pages. Available in PDF, EPUB and Kindle. Book excerpt: "An experimental and analytical study of the structural behavior of cold-formed steel C-sections with web openings has been the focus of this research. C-shaped members with web openings are used in building construction as wall studs and floor joists. Industry standard C-sections were tested to determine the effect web openings have on the flexural strength of the member. The current design criteria for cold-formed steel, provided by the 1986 AISI Specification with the 1989 Addendum does not specifically address flexural members with web openings. Therefore, the primary emphasis of this investigation was to determine if the current design criteria provided an adequate prediction of the bending moment capacity of members with web openings. The test results indicated that the structural behavior of the members tested differed for the various geometries. A discussion of the results is included, as well as design recommendations for the test specimens which demonstrated a reduction in strength because of the web openings"--Abstract, leaf iii.
Book Synopsis Commentary on the 1961 Edition of Light Gage Cold-formed Steel Design Manual by : American Iron and Steel Institute
Download or read book Commentary on the 1961 Edition of Light Gage Cold-formed Steel Design Manual written by American Iron and Steel Institute and published by . This book was released on 1961 with total page 76 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Design Cold Form Steel Members by : J. Rhodes
Download or read book Design Cold Form Steel Members written by J. Rhodes and published by CRC Press. This book was released on 1991-11-08 with total page 409 pages. Available in PDF, EPUB and Kindle. Book excerpt: The aims of this text are to introduce the reader to the study of cold formed steel members, to indicate the background to the methods used in design analysis of such members and to illustrate the application of the design methods. The book concentrates on the 1987 Code of Practice for Design of Cold Formed Members' (UK BS5950 Part 5). It discusses the background and practice of the design of cold formed members and the approach of the new code. The chapters follow the sections of the new code and supplement it. Each subject is described with examples to demonstrate the design problems commonly encountered and the methods used in their solution.
Book Synopsis Direct Strength Design of Cold-formed Steel Members with Perforations by :
Download or read book Direct Strength Design of Cold-formed Steel Members with Perforations written by and published by . This book was released on 2006 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Direct strength design of cold-formed steel members with perforations.
Book Synopsis Predictions of Flexural Behaviour of Built-up Cold-formed Steel Sections by : Papia Sultana
Download or read book Predictions of Flexural Behaviour of Built-up Cold-formed Steel Sections written by Papia Sultana and published by . This book was released on 2007 with total page 268 pages. Available in PDF, EPUB and Kindle. Book excerpt: In recent years, light gauge cold-formed steel members have been used extensively in low and mid- rise residential building construction. In cold-formed steel design there are several applications where built-up box girders are used to resist load induced in a structure when a single section is not sufficient to carry the design load. The cold-formed steel box girders may be subjected to eccentric loading when the web of one of the sections receives the load and transfers it through the connection to another section. There may be an unequal distribution of load in built-up girder assemblies loaded from one side. In the current North American Specification for the Design of Cold-Formed Steel Structural Members (CSA-S136-01, 2001), there is no guideline or design equation to calculate the flexural capacity of this type of section. AISI cold-formed steel framing design guide (2002) has recommended that the moment of resistance and inertia of the built-up section are the simple addition of the component parts, based on deflection compatibility of the two sections. However, this design approximation has not been justified by any experimental or numerical study. Very little information was found in literature about this topic. The objective of this study is the investigation of the flexural behaviour of built-up box girders assembled from cold-formed stud and track sections when subjected to eccentric loading. Finite element analysis is conducted for this purpose, being much more economical than expensive experimental testing. Detailed parametric studies are carried out to identify the factors affecting the flexural capacity of built-up cold-formed steel sections. The parametric results are used to develop a design equation for calculating the flexural capacity of built-up cold-formed steel sections.
Book Synopsis Light Gage Cold-formed Steel Design Manual by : American Iron and Steel Institute
Download or read book Light Gage Cold-formed Steel Design Manual written by American Iron and Steel Institute and published by . This book was released on 1956 with total page 108 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Guide to Stability Design Criteria for Metal Structures by : Ronald D. Ziemian
Download or read book Guide to Stability Design Criteria for Metal Structures written by Ronald D. Ziemian and published by John Wiley & Sons. This book was released on 2010-02-08 with total page 1120 pages. Available in PDF, EPUB and Kindle. Book excerpt: The definitive guide to stability design criteria, fully updated and incorporating current research Representing nearly fifty years of cooperation between Wiley and the Structural Stability Research Council, the Guide to Stability Design Criteria for Metal Structures is often described as an invaluable reference for practicing structural engineers and researchers. For generations of engineers and architects, the Guide has served as the definitive work on designing steel and aluminum structures for stability. Under the editorship of Ronald Ziemian and written by SSRC task group members who are leading experts in structural stability theory and research, this Sixth Edition brings this foundational work in line with current practice and research. The Sixth Edition incorporates a decade of progress in the field since the previous edition, with new features including: Updated chapters on beams, beam-columns, bracing, plates, box girders, and curved girders. Significantly revised chapters on columns, plates, composite columns and structural systems, frame stability, and arches Fully rewritten chapters on thin-walled (cold-formed) metal structural members, stability under seismic loading, and stability analysis by finite element methods State-of-the-art coverage of many topics such as shear walls, concrete filled tubes, direct strength member design method, behavior of arches, direct analysis method, structural integrity and disproportionate collapse resistance, and inelastic seismic performance and design recommendations for various moment-resistant and braced steel frames Complete with over 350 illustrations, plus references and technical memoranda, the Guide to Stability Design Criteria for Metal Structures, Sixth Edition offers detailed guidance and background on design specifications, codes, and standards worldwide.
Book Synopsis Structural Behavior of Circular Holes in Web Elements of Cold-formed Steel Flexural Members Subjected to Web Crippling for End-One-Flange Loading by : Craig Andrew Uphoff
Download or read book Structural Behavior of Circular Holes in Web Elements of Cold-formed Steel Flexural Members Subjected to Web Crippling for End-One-Flange Loading written by Craig Andrew Uphoff and published by . This book was released on 1996 with total page 67 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Overhang Effects on End-one-flange Web Crippling Capacity of Cold-formed Steel Members by : Michael Woodrow Holesapple
Download or read book Overhang Effects on End-one-flange Web Crippling Capacity of Cold-formed Steel Members written by Michael Woodrow Holesapple and published by . This book was released on 2002 with total page 58 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Effective Reinforcement Schemes for Cold-formed Steel Flexural Members with Large Web Opening by : Ming Yin Ng
Download or read book Effective Reinforcement Schemes for Cold-formed Steel Flexural Members with Large Web Opening written by Ming Yin Ng and published by . This book was released on 2004 with total page 354 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior of Web Elements with Openings Subjected to Bend, Shear and the Combination of Bending and Shear by : Ming-Yang Shan
Download or read book Behavior of Web Elements with Openings Subjected to Bend, Shear and the Combination of Bending and Shear written by Ming-Yang Shan and published by . This book was released on 1994 with total page 310 pages. Available in PDF, EPUB and Kindle. Book excerpt: "An experimental and analytical investigation has been conducted to study the behavior of cold-formed steel web elements with or without openings subjected to pure bending, pure shear, and a combination of bending and shear. Industry standard C-sections were tested to gain an understanding of the effect of openings on web on the load-carrying capacity. The current design criteria for cold-formed steel members based on the 1986 AISI Specification with the 1989 Addendum do not have complete design provisions for a web element having openings or punchouts. Therefore, emphasis was concentrated on the determining if the current design criteria can accurately predict the strengths of members with web openings. For a study of the behavior of C-shaped members with web openings when Subjected to bending moment, shear force, and a combined bending moment and shear force, the results of 202 tests (108 for pure bending, 26 for pure shear and 68 for combined bending and shear) have been analyzed and the new design equations or modifications of current design equations have been developed. The current AISI design equations can be modified to adequately predict the web capacity"--Abstract, leaf iii.
Book Synopsis Finite Strip Method in Structural Analysis by : Y. K. Cheung
Download or read book Finite Strip Method in Structural Analysis written by Y. K. Cheung and published by Elsevier. This book was released on 2013-10-22 with total page 248 pages. Available in PDF, EPUB and Kindle. Book excerpt: Finite Strip Method in Structural Analysis is a concise introduction to the theory of the finite strip method and its application to structural engineering, with special reference to practical structures such as slab bridges and box girder bridges. Topics covered include the bending of plates and plate-beam systems, with application to slab-beam bridges; plane stress analysis; vibration and stability of plates and shells; and finite layer and finite prism methods. Comprised of eight chapters, this book begins with an overview of the theory of the finite strip method, highlighting the importance of the choice of suitable displacement functions for a strip as well as the formulation of strip characteristics. Subsequent chapters consider many different types of finite strips for plate and shell problems and present numerical examples. The extension of the finite strip method to three-dimensional problems is then described, with emphasis on the finite layer method and the finite prism method. The final chapter discusses some computer methods that are commonly used in structural analysis. A folded plate computer program is included for completeness, and a detailed description for a worked problem is also presented for the sake of clarity. This monograph will be of interest to civil and structural engineers.
Book Synopsis The Behavior of Thin-walled Cold-formed Steel Compression Members by : Paul Magyar
Download or read book The Behavior of Thin-walled Cold-formed Steel Compression Members written by Paul Magyar and published by . This book was released on 1987 with total page 194 pages. Available in PDF, EPUB and Kindle. Book excerpt:
