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Structural Behavior Of Circular Holes In Web Elements Of Cold Formed Steel Flexural Members Subjected To Web Crippling For End One Flange Loading
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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 Cold-Formed Steel Structures to the AISI Specification by : Gregory J. Hancock
Download or read book Cold-Formed Steel Structures to the AISI Specification written by Gregory J. Hancock and published by CRC Press. This book was released on 2001-07-27 with total page 418 pages. Available in PDF, EPUB and Kindle. Book excerpt: This volume reveals the behaviour and design of cold-formed steel structures, connections and systems. It describes the AISI Specification for the Design of Cold-Formed Steel Structural Members published in July 2000, which governs the design of all cold-formed steel frames, including roof, wall and racking systems, and cold-formed steel residentia
Book Synopsis Cold-Formed Steel Design by : Wei-Wen Yu
Download or read book Cold-Formed Steel Design written by Wei-Wen Yu and published by John Wiley & Sons. This book was released on 2010-09-23 with total page 987 pages. Available in PDF, EPUB and Kindle. Book excerpt: The definitive text in the field, thoroughly updated and expanded Hailed by professionals around the world as the definitive text on the subject, Cold-Formed Steel Design is an indispensable resource for all who design for and work with cold-formed steel. No other book provides such exhaustive coverage of both the theory and practice of cold-formed steel construction. Updated and expanded to reflect all the important developments that have occurred in the field over the past decade, this Fourth Edition of the classic text provides you with more of the detailed, up-to-the-minute technical information and expert guidance you need to make optimum use of this incredibly versatile material for building construction. Wei-Wen Yu and Roger LaBoube, respected authorities in the field, draw upon decades of experience in cold-formed steel design, research, teaching, and development of design specifications to provide guidance on all practical aspects of cold-formed steel design for manufacturing, civil engineering, and building applications. Throughout the book, they describe the structural behavior of cold-formed steel members and connections from both the theoretical and experimental perspectives, and discuss the rationale behind the AISI and North American design provisions. Cold-Formed Steel Design, Fourth Edition features: Thoroughly up-to-date 2007 North American (AISI S100) design specifications Both ASD and LRFD methods for USA and Mexico LSD (Limit States Design) method for Canada A new chapter on the Direct Strength Method Updates and revisions of all 14 existing chapters In-depth design examples and explanation of design provisions Cold-Formed Steel Design, Fourth Edition is a necessary tool-of-the-trade for structural engineers, manufacturers, construction managers, and architects. It is also an excellent advanced text for college students and researchers in structural engineering, architectural engineering, construction engineering, and related disciplines.
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:
Book Synopsis Tubular Structures XIII by : Ben Young
Download or read book Tubular Structures XIII written by Ben Young and published by CRC Press. This book was released on 2010-11-12 with total page 760 pages. Available in PDF, EPUB and Kindle. Book excerpt: Tubular Structures XIII contains the latest scientific and engineering developments in the field of tubular steel structures, as presented at the 13th International Symposium on Tubular Structures (ISTS13), Hong Kong, 15 - 17 December 2010. The International Symposium on Tubular Structures (ISTS) has a longstanding reputation for being the pri
Book Synopsis Masters Theses in the Pure and Applied Sciences Accepted by Colleges and Universities of the United States and Canada by :
Download or read book Masters Theses in the Pure and Applied Sciences Accepted by Colleges and Universities of the United States and Canada written by and published by . This book was released on 1996 with total page 442 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior of Cold-formed Steel Web Elements with Web Openings Subjected to Web Crippling and a Combination of Bending and Web Crippling for Interior-one-flange Loading by : Sameer Ulhas Deshmukh
Download or read book Behavior of Cold-formed Steel Web Elements with Web Openings Subjected to Web Crippling and a Combination of Bending and Web Crippling for Interior-one-flange Loading written by Sameer Ulhas Deshmukh and published by . This book was released on 1996 with total page 75 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Webs for Cold-formed Steel Flexural Members, Structural Behavior of Beam Webs Subjected to Web Crippling and a Combination of Web Crippling and Bending by : Nipon Hetrakul
Download or read book Webs for Cold-formed Steel Flexural Members, Structural Behavior of Beam Webs Subjected to Web Crippling and a Combination of Web Crippling and Bending written by Nipon Hetrakul and published by . This book was released on 1978 with total page 349 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Web Crippling Behaviour and Design of Cold-formed Ferritic Stainless Steel Channels by : Amirmohammad Yousefi
Download or read book Web Crippling Behaviour and Design of Cold-formed Ferritic Stainless Steel Channels written by Amirmohammad Yousefi and published by . This book was released on 2019 with total page 247 pages. Available in PDF, EPUB and Kindle. Book excerpt: Design guidance for web crippling behaviour of cold-formed stainless steel channel members that is given in the relevant design standards has been determined empirically from experimental studies and theoretical analyses. This guidance has been developed for cold-formed carbon steel members. Applying this design guidance to cold-formed stainless steel channel members based on carbon steel results is potentially inaccurate due to the very different stress-strain characteristics of stainless steel compared with that for carbon steel. These differences are principally in carbon steel having a clearly defined yield point, compared with stainless steel and in stainless steel having significant strain hardening when behaving inelastically compared with carbon steel. This means that new guidance must be developed for safe and efficient design of cold-formed stainless steel channels subject to web crippling. The primary objective of the research undertaken which is described in this thesis has been to develop design equations for web crippling of cold-formed ferritic stainless steel channels, with and without circular web perforations, under interior-one-flange, end-one-flange, interior-two-flange and end-two-flange loading. This involved first 216 laboratory tests, covering the cases of flanges restrained and unrestrained to the load or reaction plates. Finite element models were developed and validated against these tests and then used to expand the scope of the study with 3,600 finite element results. The finite element results use nonlinear quasi-static finite element analysis with an implicit integration scheme, which has advantages over static and quasi-static with an explicit integration scheme analyses. The laboratory and finite element results have been used to propose design rules that can be incorporated into design practice and design standards, and which make a distinction between flanges restrained and unrestrained to the load or reaction plates and address the presence of circular web perforations. Neither of these are currently covered in any design standards. The web crippling strengths for the flanges unrestrained and restrained cases were found to be either too conservative or unreliable, when compared to the provisions of stainless steel design standards. Web crippling design equations and strength reduction factors are proposed that are shown to be reliable and conservative when compared against laboratory and numerical results.
Book Synopsis The Structural Behavior of Cold-formed Steel Members with Perforated Elements by : Charles S. Davis
Download or read book The Structural Behavior of Cold-formed Steel Members with Perforated Elements written by Charles S. Davis and published by . This book was released on 1972 with total page 252 pages. Available in PDF, EPUB and Kindle. Book excerpt: "Analytical and experimental investigations have been conducted to study the influence of perforations on the structural behavior of cold-formed steel structural members. Since in many cases, the load-carrying capacity of cold-formed steel members depends on the buckling behavior of individual component elements, emphasis has been concentrated on the study of the instability and post-buckling strength of perforated elements. In this investigation, the buckling loads and post-buckling strength of stiffened and unstiffened compression elements having single circular and square holes have been studied analytically by using the finite element method. The effects of different holes on the buckling coefficient have been verified by the experimental data obtained from the testing of columns and beams with perforated flanges. The equations for determination of the effective width have been developed on the basis of the post-buckling strength of compression elements. An experimental investigation has been conducted to study the influence of holes on the shear buckling load of beam webs. The test data was compared with analytical results of other investigators. Better correlation was found between the test data and the analytical solution for the simple support condition. A load reduction equation was derived on the basis of the experimental study. The crippling strength of perforated webs were also investigated experimentally. In this investigation, twenty tests were conducted to cover a practical range of height-to-thickness ratios. Based on the results obtained from tests, load reduction factors were derived for steel members with circular and square perforated webs. The stability of perforated plates subjected to equal and opposite point loads were investigated. The trend of this analytic study was found in agreement with the experimental investigation. Design recommendations are developed for: perforated stiffened compression elements, perforated unstiffened compression elements, perforated shear webs, and crippling of perforated webs"--Abstract, pages ii-iii.
Book Synopsis Web Crippling Behaviour of Cold-formed Steel Sections with Circular Web Openings Under One-flange Loading by : Ying Lian
Download or read book Web Crippling Behaviour of Cold-formed Steel Sections with Circular Web Openings Under One-flange Loading written by Ying Lian and published by . This book was released on 2016 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Direct Strength Method for Web Crippling of Cold-formed Steel C and Z Sections Subjected to Interior One Flange Loading and End One Flange Loading by : Martin Luther Dara
Download or read book Direct Strength Method for Web Crippling of Cold-formed Steel C and Z Sections Subjected to Interior One Flange Loading and End One Flange Loading written by Martin Luther Dara and published by . This book was released on 2015 with total page 74 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Web Crippling of Single Web Cold Formed Steel Members Subjected to End One-flange Loading by : Rafik Refaat Gerges
Download or read book Web Crippling of Single Web Cold Formed Steel Members Subjected to End One-flange Loading written by Rafik Refaat Gerges and published by . This book was released on 1997 with total page 322 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 Coped Web Elements of Cold-formed Steel Members by : Exaud Noe Koka
Download or read book Structural Behavior of Coped Web Elements of Cold-formed Steel Members written by Exaud Noe Koka and published by . This book was released on 1997 with total page 122 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Recent Trends in Cold-Formed Steel Construction by : Cheng Yu
Download or read book Recent Trends in Cold-Formed Steel Construction written by Cheng Yu and published by Woodhead Publishing. This book was released on 2016-05-27 with total page 334 pages. Available in PDF, EPUB and Kindle. Book excerpt: Recent Trends in Cold-Formed Steel Construction discusses advancements in an area that has become an important construction material for buildings. The book addresses cutting-edge new technologies and design methods using cold-formed steel as a main structural material, and provides technical guidance on how to design and build sustainable and energy-efficient cold-formed steel buildings. Part One of the book introduces the codes, specifications, and design methods for cold-formed steel structures, while Part Two provides computational analysis of cold-formed steel structures. Part Three examines the structural performance of cold-formed steel buildings and reviews the thermal performance, acoustic performance, fire protection, floor vibrations, and blast resistance of these buildings, with a final section reviewing innovation and sustainability in cold-formed steel construction. Addresses building sciences issues and provides performance solutions for cold-formed buildings Provides guidance for using the next generation design method, computational tools, and technologies Edited by an experienced researcher and educator with significant knowledge on new developments in cold-formed steel construction
Book Synopsis The Effect of Flange Restraint on Web Crippling Strength by : Bhavnesh H. Bhakta
Download or read book The Effect of Flange Restraint on Web Crippling Strength written by Bhavnesh H. Bhakta and published by . This book was released on 1992 with total page 170 pages. Available in PDF, EPUB and Kindle. Book excerpt: "Experimental studies were performed to investigate the possible increase in the web crippling strength of cold-formed steel members when the flanges of the members were fastened to supports as opposed to member's flanges unfastened to supports. In this study channels, I-Sections, Z-Sections, long span roof decks (hat sections) and floor decks were investigated under two types of loading conditions, End-one-flange loading (EOF) and Interior-one-flange loading (IOF). The primary emphasis of this investigation was to determine if the current design criteria provided by the 1986 AISI Specification was underestimating the web crippling strength of these members, since the equations do not distinguish between fastened flanges and unfastened flanges. A review of past research concerning web-crippling strength of cold-formed steel members was performed and is discussed. The current design criteria of the 1986 AISI Specification and the 1986 Automotive Steel Design Manual regarding web crippling strength of cold-formed steel members is also discussed. Due to the fact that this was a pilot study, the number of tests performed for each type of member were limited. Therefore, there were no new equations developed, but based on the results some recommendations are made for future study"--Abstract, leaf iii.
