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 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
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.
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 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:
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:
Download or read book Thin Walled Structures Advances and Developments written by J. Zaras and published by Elsevier. This book was released on 2001-06-18 with total page 779 pages. Available in PDF, EPUB and Kindle. Book excerpt: This volume contains the papers presented at the Third International Conference on Thin-Walled Structures, Cracow, Poland on June 5-7, 2001. There has been a substantial growth in knowledge in the field of Thin-Walled Structures over the past few decades. Lightweight structures are in widespread use in the Civil Engineering, Mechanical Engineering, Aeronautical, Automobile, Chemical and Offshore Engineering fields. The development of new processes, new methods of connections, new materials has gone hand-in-hand with the evolution of advanced analytical methods suitable for dealing with the increasing complexity of the design work involved in ensuring safety and confidence in the finished products. Of particular importance with regard to the analytical process is the growth in use of the finite element method. This method, about 40 years ago, was confined to rather specialist use, mainly in the aeronautical field, because of its requirements for substantial calculation capacity. The development over recent years of extremely powerful microcomputers has ensured that the application of the finite element method is now possible for problems in all fields of engineering, and a variety of finite element packages have been developed to enhance the ease of use and the availability of the method in the engineering design process.
Download or read book Proceedings written by and published by . This book was released on 1996 with total page 434 pages. Available in PDF, EPUB and Kindle. Book excerpt:
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
Download or read book Dissertation Abstracts International written by and published by . This book was released on 1995 with total page 770 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book American Doctoral Dissertations written by and published by . This book was released on 1994 with total page 800 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Structural Behavior of Cold formed Steel Beam Webs Subjected to Partial Edge Loading written by Shin-Hua Lin and published by . This book was released on 1984 with total page 288 pages. Available in PDF, EPUB and Kindle. Book excerpt: "An extensive experimental investigation has been conducted to study the load-carrying capacity of cold-formed steel web elements subjected to partial edge loading which may cause web crippling or web buckling. In this experimental work emphasis was concentrated on the cold-formed steel structural members having single unreinforced webs with stiffened flanges. In 1980, American Iron and Steel Institute (AISI) revised its "Specification for the Design of Cold-Formed Steel Structural Members" For the design of beam webs, Section 3.5.1 of the AISI Specification provides the design criteria for web crippling. This thesis discusses the experimental work including some specimens with small length-to-depth ratios which may cause web buckling rather than web crippling. The failure mode for these specimens is beyond the scope of the current AISI Specification. Based on the results of tests conducted in this study, new design expressions have been developed to determine the critical web buckling load. Recommended design criteria are proposed for cold-formed steel structural members having single unreinforced webs with stiffened flanges"--Abstract, leaf ii.
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.
Download or read book Light Weight Steel and Aluminium Structures written by P. Mäkeläinen and published by Elsevier. This book was released on 1999-06-02 with total page 895 pages. Available in PDF, EPUB and Kindle. Book excerpt: ICSAS '99 - The Fourth International Conference on Steel and Aluminium Structures was a sequel to ICSAS '87 held in Cardiff, UK, to ICSAS '91 held in Singapore and to ICSAS '95 held in Istanbul, Turkey. The objective of the conference was to provide a forum for the discussion of recent findings and developments in the design and construction of various types of steel and aluminium structures. The conference was concerned with the analysis, modelling and design of light-weight or slender structures in which the primary material is structural steel, stainless or aluminium. The structural analysis papers presented at the conference cover both static and dynamic behaviour, instability behaviour and long-term behaviour under hygrothermal effects. The results of the latest research and development of some new structural products were also presented at the conference. A total of 76 papers and 30 posters were presented at the conference by participants from 36 countries in all 6 continents.
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:
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.
Download or read book Webs for Cold formed Steel Flexural Members written by Roger A. LaBoube and published by . This book was released on 1978 with total page 102 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Recent Research and Developments in Cold formed Steel Design and Construction written by Wei-wen Yu and published by . This book was released on 1982 with total page 722 pages. Available in PDF, EPUB and Kindle. Book excerpt:
