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Author: Geoffrey L. Kulak
Publisher:
ISBN: 9780888111975
Category : Building, Iron and steel
Languages : en
Pages : 417
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Book Description
The Tenth Edition of this text introduces the changes in the 2014 edition of CSA-S16 standard and the 2013 edition of CSA-G40.20/G40.21. Since this textbook is intended to be used in conjunction with the 11th edition of the CISC Handbook of steel construction, the changes in the Handbook have also been adopted in the textbook. These changes, which reflect changes in the steel inductr4y, include adjustments to rolled steel shapes section properties to reflect a change in the flange to web transition radius, the deletion of some rolled shapes and welded wide flange (WWF) sections that are no longer produced in North American mills. With an expanding global market, some structural steel shapes, such as rolled wide flange sections, are becoming more prevalent in American steel grades (ASTM classification) whereas some shapes, such as plates, are still readily available in Canadian steel grades (CSA-G40.21 classification). Therefore American grade steels have been introduced in some of the design examples. Furthermore, since metric size bolts are only rarely used in the construction industry, the design tables for bolts and bolted connections presented in the CISC Handbook have abandoned metric size bolts. Therefore, imperial size bolts are mainly used in this new edition of the text. Divided into 11 chapters, the book covers tension members, flexural members, columns, beam-columns, stability, fatigue behaviour, connections, plate girders, composite construction, and types and grades of structural steel.
Author: Geoffrey L. Kulak
Publisher:
ISBN: 9780888111975
Category : Building, Iron and steel
Languages : en
Pages : 417
Get Book Here
Book Description
The Tenth Edition of this text introduces the changes in the 2014 edition of CSA-S16 standard and the 2013 edition of CSA-G40.20/G40.21. Since this textbook is intended to be used in conjunction with the 11th edition of the CISC Handbook of steel construction, the changes in the Handbook have also been adopted in the textbook. These changes, which reflect changes in the steel inductr4y, include adjustments to rolled steel shapes section properties to reflect a change in the flange to web transition radius, the deletion of some rolled shapes and welded wide flange (WWF) sections that are no longer produced in North American mills. With an expanding global market, some structural steel shapes, such as rolled wide flange sections, are becoming more prevalent in American steel grades (ASTM classification) whereas some shapes, such as plates, are still readily available in Canadian steel grades (CSA-G40.21 classification). Therefore American grade steels have been introduced in some of the design examples. Furthermore, since metric size bolts are only rarely used in the construction industry, the design tables for bolts and bolted connections presented in the CISC Handbook have abandoned metric size bolts. Therefore, imperial size bolts are mainly used in this new edition of the text. Divided into 11 chapters, the book covers tension members, flexural members, columns, beam-columns, stability, fatigue behaviour, connections, plate girders, composite construction, and types and grades of structural steel.
Author: Peter Frederick Adams
Publisher: [Willowdale, Ont.] : Canadian Institute of Steel Construction
ISBN:
Category : Building, Iron and steel
Languages : en
Pages : 328
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Book Description
Author: Elias G. Abu-Saba
Publisher: Springer Science & Business Media
ISBN: 1461520797
Category : Technology & Engineering
Languages : en
Pages : 404
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Book Description
This book is intended for classroom teaching in architectural and civil engineering at the graduate and undergraduate levels. Although it has been developed from lecture notes given in structural steel design, it can be useful to practicing engineers. Many of the examples presented in this book are drawn from the field of design of structures. Design of Steel Structures can be used for one or two semesters of three hours each on the undergraduate level. For a two-semester curriculum, Chapters 1 through 8 can be used during the first semester. Heavy emphasis should be placed on Chapters 1 through 5, giving the student a brief exposure to the consideration of wind and earthquakes in the design of buildings. With the new federal requirements vis a vis wind and earthquake hazards, it is beneficial to the student to have some under standing of the underlying concepts in this field. In addition to the class lectures, the instructor should require the student to submit a term project that includes the complete structural design of a multi-story building using standard design procedures as specified by AISC Specifications. Thus, the use of the AISC Steel Construction Manual is a must in teaching this course. In the second semester, Chapters 9 through 13 should be covered. At the undergraduate level, Chapters 11 through 13 should be used on a limited basis, leaving the student more time to concentrate on composite construction and built-up girders.
Author: D. A. Nethercot
Publisher: John Wiley & Sons
ISBN:
Category : Plastic analysis (Engineering)
Languages : en
Pages : 200
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Book Description
Author: Peter Frederick Adams
Publisher: [Willowdale, Ont.] : Canadian Institute of Steel Construction
ISBN: 9780888110589
Category : Building, Iron and steel
Languages : en
Pages : 334
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Book Description
Author: David Nethercot
Publisher: CRC Press
ISBN: 148227227X
Category : Technology & Engineering
Languages : en
Pages : 293
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Book Description
This textbook is a comprehensive introduction to structural steelwork design based on the limit states approach to BS 5950, for use by undergraduates in civil and structural engineering. It will also serve as a reference for practising engineers unfamiliar with new parts of BS 5950.The text introduces basic properties of steel, types of steel struc
Author: Ramchandra
Publisher: Scientific Publishers
ISBN: 9387869741
Category : Technology & Engineering
Languages : en
Pages : 1088
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Book Description
Method of Limit State (Ultimate Limit State, (ULS) and serviceability limit state (SLS)) present an improved design philosophy and makes allow-ance for the short-compings of working stress method (conventional and long time used in practice). This method provides basic framework, within which the performance of the steel structures may be assessed against various limiting conditions and invo-lves some concept of probability. Object of limit design method is to get steel structure that will remain fit for use during its life with acceptable target reliability. The probability of a limit state being reached during its life time is kept very small. This method has been broadly adopted in many developed countries and based on the recommendations of IS: 800-2007 (Third Revised Edition). This method has been covered in nine parts (in twenty six chapters and four appendices) as listed in contents. After introducing `Limit State Method of Design of Concrete Structures (LSD: CC) in IS: 456-1978, it was natural for Bureau of Indian Standard to introduce `Limit State Design of Steel Structures (LSD: SS). SI units for text for complete book, uncertainties involved in the working stress method and the concept of partial safety factors for the loads and strength of mate-rials (for yield and ultimate stresses reached) are the special feature of the book. Concepts of shear centre for thin-walled beam cross-sections and unsymmetrical bending of beams are important for various requirements and have been included in appendices. The text of book has been covered in about 1000 pages and 550 diagrams. The texts of various topics has been explained in many illustrative worked-out examples.
Author: Ramchandra
Publisher: Scientific Publishers
ISBN: 9386102072
Category : Technology & Engineering
Languages : en
Pages : 1010
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Book Description
Twelfth edition, 2009 of this book is based on IS: 800-2007 and also newly revised IS: 883-1994 (code of practice for timber structures). New code of practice, IS: 800 is likely to be issued soon. It is likely to introduce ``Limit State Design of Steel Structures''. Authors have distributed the text in thirty four chapters in main text and one chapter `on Location of Shear Centre' in Appendix A. Concept of Shear Centre and bending axis is important and significant and essentially needed to understand simple theory of bending and so also unsymmetrical bending. Complete-text has been updated and new matter added (e.g., elastic buckling, inelastic, stability and instability of columns and compression members, torsional-buckling, torsional-flexural buckling, etc.). Behaviour of web-stiffeners and web-panels specially near the end panels, tension-field action has been first time included to familiarise the students with the concept. Durability of steel members have been emphasized phenomenon of corrosion has been distinctly explained.
Author: Jeom Kee Paik
Publisher: John Wiley & Sons
ISBN: 1119367794
Category : Technology & Engineering
Languages : en
Pages : 676
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Book Description
Reviews and describes both the fundamental and practical design procedures for the ultimate limit state design of ductile steel plated structures The new edition of this well-established reference reviews and describes both fundamentals and practical design procedures for steel plated structures. The derivation of the basic mathematical expressions is presented together with a thorough discussion of the assumptions and the validity of the underlying expressions and solution methods. Furthermore, this book is also an easily accessed design tool, which facilitates learning by applying the concepts of the limit states for practice using a set of computer programs, which can be downloaded. Ultimate Limit State Design of Steel Plated Structures provides expert guidance on mechanical model test results as well as nonlinear finite element solutions, sophisticated design methodologies useful for practitioners in industries or research institutions, and selected methods for accurate and efficient analyses of nonlinear behavior of steel plated structures both up to and after the ultimate strength is reached. Covers recent advances and developments in the field Includes new topics on constitutive equations of steels, test database associated with low/elevated temperature, and strain rates Includes a new chapter on a semi-analytical method Supported by a companion website with illustrative example data sheets Provides results for existing mechanical model tests Offers a thorough discussion of assumptions and the validity of underlying expressions and solution methods Designed as both a textbook and a handy reference, Ultimate Limit State Design of Steel Plated Structures, Second Edition is well suited to teachers and university students who are approaching the limit state design technology of steel plated structures for the first time. It also meets the needs of structural designers or researchers who are involved in civil, marine, and mechanical engineering as well as offshore engineering and naval architecture.
Author: American Institute of Steel Construction
Publisher: Amer Inst of Steel Construction
ISBN: 9781564240606
Category : Reference
Languages : en
Pages : 2192
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Book Description
Originally published in 1926 [i.e. 1927] under title: Steel construction; title of 8th ed.: Manual of steel construction.
