Design Of Steel Structures (By Limit State Method As Per Is: 800 2007)


Book Description

So far working stress method was used for the design of steel structures. Nowadays whole world is going for the limit state method which is more rational. Indian national code IS:800 for the design of steel structures was revised in the year 2007 incorporating limit state method. This book is aimed at training the students in using IS: 800 2007 for designing steel structures by limit state method. The author has explained the provisions of code in simple language and illustrated the design procedure with a large number of problems. It is hoped that all universities will soon adopt design of steel structures as per IS: 2007 and this book will serve as a good textbook.A sincere effort has been made to present design procedure using simple language, neat sketches and solved problems.




Limit State Design of Steel Structures As Per IS:800/2007


Book Description

Any structure from concept to utilization should pass through the following stages: planning; structural configuration; structural analysis; structure design; detailed engineering; and fabrication. The main aim of this book is to provide examples which will be useful for students and practising design engineers. The relevant clause numbers of standards are provided throughout.




Design of Steel Structures


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.




LIMIT STATE DESIGN IN STRUCTURAL STEEL


Book Description

The second edition has incorporated all the revisions necessitated after the issue of Amendment No. 1 of January 2012 to IS 800:2007. The book is primarily designed for the students of civil/structural engineering at all levels of studies—undergraduate, postgraduate and diploma—as well as for the professionals in the field of structural steel design. It covers the fundamental concepts of steel design in the perspective of the limit state design concept as per IS 800:2007, with the focus on cost-effective design of industrial structures, foot bridges, portal frames, and pre-engineered buildings. The connection design details are discussed concurrently with the design of members. The book covers the subject matter, with the help of numerous practical illustrations accompanied by step-by-step design calculations and detail-ing, in 14 chapters—including a chapter on pre-engineered buildings. Solved examples as well as exercises are provided in each chapter to enable the development of a strong understanding of the underlying concepts and for testing the comprehension acquired by the students. The geometrical properties of rolled steel sections, often required as per the revised clauses of IS 800:2007 and not appearing in the existing steel tables, are given in the Appendix A for ready reference.







Design of Steel Structures


Book Description

Many Advance in design,fabricationand construction of steel structures have taken place with the advancement of technology and globalization.Steel structures are used extensively in industrial structures in addition to bridges,tower and communication networks.steel cables of high tensile wires are also being used very extensively in the industry.




Design of Steel Structures


Book Description

This book on Design of Steel Structures uses Limit State Method and follows the latest BIS Codes, BIS: 800: 2007.A perfect mix of concise theory with relevant applications and inclusion of most recent design methodologies makes this an excellent offering to students and practicing engineers.




Steel Structures


Book Description

Design of Steel Structures is designed to meet the requirements of undergraduate students of civil and structural engineering. This book will also prove useful for postgraduate students and serve as an invaluable reference for practicing engineers unfamiliar with the limit state design of steel structures. The book provides an extensive coverage of the design of steel structures in accordance with the latest code of practice for general construction in steel (IS 800: 2007). The book is based on the modern limit state approach to design and covers topics such as properties of steel, types of steel structures, important areas of structural steel technology, bolted connections, welded connections, design of trusses, design of plate girders, and design of beam columns. Each chapter features solved examples, review questions, and practice problems as well as ample illustrations to supplement the text.




Steel Structures


Book Description

This book presents the design of steel structures using finite element methods (FEM) according to the current state of the art in Germany and the rest of Europe. After a short introduction on the basics of the design, this book illustrates the FEM with a focus on internal forces, displacements, critical loads and modal shapes. Next to finite element procedures for linear calculations considering the stress states of normal force, biaxial bending and warping torsion, non-linear calculations and the stability cases of flexural buckling, lateral torsional buckling and plate buckling are concentrated on significantly. In this context, design procedures for stability according to the standard Eurocode 3 is introduced and discussed. In addition, important fundamental issues are covered, such as the determination of cross-section properties as well as the elastic and plastic cross-section resistance. Complementary, finite element procedures for cross sections are dealt with, which will have an increasing importance in future. This book has evolved within the teaching activities of the authors in the lecture Computer-oriented Design of Steel Structures on the Master?s Program Computational Engineering at the University of Bochum. It covers the total variety of demands needed to be discussed for the safe, economic and modern design of steel structures.




LIMIT STATE DESIGN IN STRUCTURAL STEEL


Book Description

Primarily designed for the students of civil/structural engineering at all levels of studies—undergraduate, postgraduate and diploma—as well as for professionals in this field, the third edition of this book covers the fundamental concepts of steel design in the perspective of limit state design as per IS 800:2007, with special focus on cost-effective design of industrial structures, foot bridges, portal frames, and pre-engineered buildings. Beam to column connections, typically adopted in SMRF are discussed with AISC specifications in this edition. Two appendices elaborate—(i) geometrical properties of rolled steel sections often required as per the revised clause of IS 800:2007 which are not present in the existing steel tables such as classification of cross sections in bending compression and axial compression, and (ii) suggested corrections in IS 800:2007. NEW TO THIS EDITION • An additional chapter on Connections has been incorporated, which explains different types of bolted and welded connections, concentrically as well as eccentrically loaded. KEY FEATURES • Subject matter is covered in 15 chapters and explained in a clear, contextual language. • Text consists of numerous solved examples with solutions and well-labelled figures and tables. • Concepts have been discussed with step-by-step design calculations and detailing. • Exercises given at the end of each chapter.