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Behaviour And Design Of Cold Formed Steel Built Up Section Structural Members
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Author :ECCS - European Convention for Constructional Steelwork Publisher :Ernst & Sohn ISBN 13 :9783433029794 Total Pages :654 pages Book Rating :4.0/5 (297 download)
Book Synopsis Design of Cold-formed Steel Structures by : ECCS - European Convention for Constructional Steelwork
Download or read book Design of Cold-formed Steel Structures written by ECCS - European Convention for Constructional Steelwork and published by Ernst & Sohn. This book was released on 2012-12-26 with total page 654 pages. Available in PDF, EPUB and Kindle. Book excerpt: The book is concerned with design of cold-formed steel structures in building based on the Eurocode 3 package, particularly on EN 1993-1-3. It contains the essentials of theoretical background and design rules for cold-formed steel sections and sheeting, members and connections for building applications. Elaborated examples and design applications - more than 200 pages - are included in the respective chapters in order to provide a better understanding to the reader.
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 371 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 residential construction in the USA. The text offers worked examples which can be programmed using MATHCAD or EXCEL.
Book Synopsis Behaviour and Design of Cold-formed Steel Built-up Section Structural Members by : 李秋云
Download or read book Behaviour and Design of Cold-formed Steel Built-up Section Structural Members written by 李秋云 and published by . This book was released on 2021 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:
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 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 2019-10-29 with total page 528 pages. Available in PDF, EPUB and Kindle. Book excerpt: Provides the latest AISI North American specifications for cold-formed steel design Hailed by professionals around the world as the definitive text on the design of cold-formed steel, this book provides descriptions of the construction and structural behavior of cold-formed steel members and connections from both theoretical and experimental points of view. Updated to reflect the 2016 AISI North American specification and 2015 North American framing standards, this all-new fifth edition offers readers a better understanding of the analysis and design of the thin-walled, cold-formed steel structures that have been widely used in building construction and other areas in recent years. Cold-Formed Steel Design, 5th Edition has been revised and reorganized to incorporate the Direct Strength Method. It discusses the reasons and justification for the various design provisions of the North American specification and framing design standards. It provides chapter coverage of: the types of steels and their most important mechanical properties; the fundamentals of buckling modes; commonly used terms; the design of flexural members, compression members and closed cylindrical tubes, and of beam–columns using ASD, LRFD, and LSD methods; shear diaphragms and shell roof structures; standard corrugated sheets; and more. Updated to the 2016 North American (AISI S100) design specification and 2015 North American (AISI S240) design standard Offers thorough coverage of ASD, LRFD, LSD, and DSM design methods Integrates DSM in the main body of design provisions Features a new section on Power-Actuated Fastener (PAF) Connections Provides new examples and explanations of design provisions Cold-Formed Steel Design, 5th Edition is not only instructive for students, but can serve as a major source of reference for structural engineers, researchers, architects, and construction managers.
Book Synopsis Commentary on the 1968 Ed. of the Specification for the Design of Cold-formed Steel Structural Members by : American Iron and Steel Institute
Download or read book Commentary on the 1968 Ed. of the Specification for the Design of Cold-formed Steel Structural Members written by American Iron and Steel Institute and published by . This book was released on 1970 with total page 130 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Specification for the Design of Cold-formed Stainless Steel Structural Members: Commentary on the 1968 edition of the Specification for the design of cold-formed steel structural members by :
Download or read book Specification for the Design of Cold-formed Stainless Steel Structural Members: Commentary on the 1968 edition of the Specification for the design of cold-formed steel structural members written by and published by . This book was released on 1970 with total page 138 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 2023-10-01 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: Over the last few years there have been major breakthroughs for cold-formed steel design with modular building applications now becoming more widely accepted. Other scientific developments include research on system reliability applications, AI machine learning, and the use of high strength steel, as well as new connection methods and changes in DSM codes. Recent Trends in Cold-Formed Steel Construction, Second Edition is focused on the application and use of this important construction material in buildings. In this fully updated new edition additional chapters have been included to take on board these new developments. The book addresses cutting-edge new technologies and design methods for using cold-formed steel as a 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.
Book Synopsis The Behaviour and Design of Steel Structures to EC3, Fourth Edition by : N.S. Trahair
Download or read book The Behaviour and Design of Steel Structures to EC3, Fourth Edition written by N.S. Trahair and published by CRC Press. This book was released on 2007-11-21 with total page 513 pages. Available in PDF, EPUB and Kindle. Book excerpt: The fully revised fourth edition of this successful textbook fills a void which will arise when British designers start using the European steel code EC3 instead of the current steel code BS5950. The principal feature of the forth edition is the discussion of the behaviour of steel structures and the criteria used in design according to the British version of EC3. Thus it serves to bridge the gap which too often occurs when attention is concentrated on methods of analysis and the sizing of structural components. Because emphasis is placed on the development of an understanding of behaviour, many analytical details are either omitted in favour of more descriptive explanations, or are relegated to appendices. The many worked examples both illustrate the behaviour of steel structures and exemplify details of the design process. The Behaviour and Design of Steel Structures to EC3 is a key text for senior undergraduate and graduate students, and an essential reference tool for practising structural engineers in the UK and other countries.
Book Synopsis Cold-Formed Steel Structures by : Wei-Wen Yu
Download or read book Cold-Formed Steel Structures written by Wei-Wen Yu and published by Wiley-Interscience. This book was released on 1985-06-26 with total page 570 pages. Available in PDF, EPUB and Kindle. Book excerpt: As the only comprehensive, up-to-date volume available in the United States, this revised edition deals with the design and application of cold-formed steel structural members, connections amd structural systems. Based on the latest American Iron and Steel Institute Specifications and other recent developments in cold-formed steel construction. Provides the necessary theoretical background and practical design methods for the commercial application of cold-formed steel members.
Book Synopsis Recent Research and Developments in Cold-formed Steel Design and Construction by : Wei-wen Yu
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:
Author :American Iron and Steel Institute Publisher :Washington, D.C. : American Iron and Steel Institute ISBN 13 : Total Pages :208 pages Book Rating :4.3/5 (91 download)
Book Synopsis Commentary on North American Specification for the Design of Cold-formed Steel Structural Members by : American Iron and Steel Institute
Download or read book Commentary on North American Specification for the Design of Cold-formed Steel Structural Members written by American Iron and Steel Institute and published by Washington, D.C. : American Iron and Steel Institute. This book was released on 2002 with total page 208 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior and Design of Cold-formed Steel Members with Intermediate Stiffeners by : Benjamin William Schafer
Download or read book Behavior and Design of Cold-formed Steel Members with Intermediate Stiffeners written by Benjamin William Schafer and published by . This book was released on 1995 with total page 422 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Structural Behaviour of Cold-Formed Steel Built-Up Section Beams by : Liping Wang
Download or read book Structural Behaviour of Cold-Formed Steel Built-Up Section Beams written by Liping Wang and published by . This book was released on 2017-01-26 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: This dissertation, "Structural Behaviour of Cold-formed Steel Built-up Section Beams" by Liping, Wang, 王莉萍, was obtained from The University of Hong Kong (Pokfulam, Hong Kong) and is being sold pursuant to Creative Commons: Attribution 3.0 Hong Kong License. The content of this dissertation has not been altered in any way. We have altered the formatting in order to facilitate the ease of printing and reading of the dissertation. All rights not granted by the above license are retained by the author. Abstract: The advantages of using cold-formed steel are high strength-to-weight ratio, flexibility in fabricating different cross-section shapes, easy for construction and so on. Cold-formed steel sheets are usually manufactured into open sectional profiles by cold-rolling and brake-pressing methods. Doubly symmetric built-up sections, with the advantage of having larger torsional rigidity compared to traditional singly symmetric open sections, have great potential to extend the application of cold-formed steel to structural members with larger scale. The doubly symmetric built-up open and closed sections can be made by connecting two channel sections using self-tapping screws, which are also convenient for industrialized production. In this study, the structural performance of cold-formed steel built-up section beams with intermediate stiffeners and built-up section beams with web perforations was examined through experimental and numerical investigations. The impact of different screw arrangements on the moment capacities of built-up section beams was also studied. A total of 113 beam tests that include simply supported beam tests of 16 pairs of channel sections with stiffened webs, 19 built-up sections with intermediate stiffeners, 43 built-up sections with web perforations, as well as 35 built-up sections with different screw arrangements was conducted. The material properties of the test specimens were also obtained by tensile coupon tests. The main objective of the experimental investigation is to obtain the section moment capacities and understand the structural behaviour of the built-up sections under bending. Finite element (FE) models of the beam specimens were also developed and numerical analysis that includes material nonlinearity, geometric nonlinearity and contact nonlinearity (for built-up section beams only) was performed and the results were verified against the test results. The validated FE models were employed for extensive parametric studies of 382 numerical simulations that include 101 channel sections with stiffened webs, 113 built-up sections with intermediate stiffeners, 80 built-up sections with web perforations, as well as 88 built-up sections having different screw arrangements. A wide range of section slenderness was considered in the built-up sections and different failure modes of beams were investigated. Therefore, a comprehensive study on the influence of stiffener features, different sizes of web holes, and various screw arrangements on the structural performance of cold-formed steel built-up section beams was carried out. The results obtained from the experimental and numerical studies were employed for evaluating the design rules of cold-formed steel built-up section beams. It should be mentioned that the existing direct strength method (DSM) for cold-formed steel members does not cover the design of built-up section beams. Hence, suitable design rules based on DSM have been proposed for cold-formed steel built-up section beams with intermediate stiffeners and built-up section beams with web perforations under bending. The design equations for considering the screw spacings of built-up closed section beams have also proposed. Furthermore, the suitability of the modified design rules, as well as the existing DSM for cold-formed steel built-up section beams was also evaluated through a reliability analysis. Subjects: Steel - Cold working St
Book Synopsis The Behaviour and Design of Steel Structures by : N. S. Trahair
Download or read book The Behaviour and Design of Steel Structures written by N. S. Trahair and published by Chapman & Hall. This book was released on 1977 with total page 360 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Cold-formed Steel Structures by : Wei-wen Yu
Download or read book Cold-formed Steel Structures written by Wei-wen Yu and published by . This book was released on 1979 with total page 488 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behaviour and Design of Cold-Formed High Strength Steel Tubular Members by : Jialin Ma
Download or read book Behaviour and Design of Cold-Formed High Strength Steel Tubular Members written by Jialin Ma and published by Open Dissertation Press. This book was released on 2017-01-26 with total page 435 pages. Available in PDF, EPUB and Kindle. Book excerpt: This dissertation, "Behaviour and Design of Cold-formed High Strength Steel Tubular Members" by Jialin, Ma, 馬嘉麟, was obtained from The University of Hong Kong (Pokfulam, Hong Kong) and is being sold pursuant to Creative Commons: Attribution 3.0 Hong Kong License. The content of this dissertation has not been altered in any way. We have altered the formatting in order to facilitate the ease of printing and reading of the dissertation. All rights not granted by the above license are retained by the author. Abstract: Steel is categorised into mild steel and high strength steel according to the material strengths. The material properties of high strength steel usually cannot be simply represented by traditional mild steel stress-strain curves, thus the behaviour of high strength steel members are generally different from those for mild steel products. Tubular members have great potential in structural engineering due to their aesthetic appearance and strong resistance against torsional buckling. Cold-formed steel tubular sections are preferred in some applications as they are easier and less energy consuming to fabricate when compared to hot-rolled steel and built-up steel sections. The aims of this study are to investigate experimentally and numerically the behaviour of cold-formed high strength tubular structural members, and develop design guidance for these products. The experimental programme in this study included 66 tensile coupon tests, residual stress measurements on 3 sections, 25 stub column tests, 25 beam tests, 32 long beam-column tests and 83 short beam-column tests. The tubular sections consisted of 9 square hollow sections, 2 rectangular hollow sections and 6 circular hollow sections. The specimens were categorised into three series according to their nominal yield stresses: H-series (700 MPa), V-series (900 MPa) and S-series (1100 MPa). The stub columns were tested in fixed-ended boundary conditions. The behaviour of beams was investigated through four-point bending tests. The beam-columns were tested between a set of knife edges with equal load eccentricities at both ends, which provided single curvature and uniform end moment to the specimens. Finite element models were developed and validated against experiments using Abaqus software. The influences of material properties, residual stresses, local and global geometric imperfections and other input factors were analysed. The results showed that the models are capable of replicating the key test results, load-deformation histories and failure modes of the specimens. Upon validation of finite element models, a comprehensive parametric study programme was carried out to supplement the experimental data. The parametric study consisted of 321 stub columns, 423 beams and 540 beam-columns. The test and finite element data were further used to evaluate the codified design rules from the current American, Australian/New Zealand and European design codes for steel structures. The Direct Strength Method was also evaluated for the cold-formed high strength steel tubular members in this study. In the comparison, the compactness criteria for tubular sections were examined and the predicted design strengths were also compared to the test and finite element results. Improved design recommendations are given accordingly. Reliability analysis were performed for codified and proposed design rules. Subjects: Tubular steel structures Steel, High strength - Cold working
