An edition of Steel designers' handbook
(1973)
Steel designers' handbook
8th ed.
by B. Gorenc
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Fully revised and updated, this eighth edition is an invaluable tool for all practicing structural, civil, and mechanical engineers as well as engineering students. Responding to changes in design and processing standards-including fabrication, welding, and coatings-this resource introduces the main concepts of designing steel structures; describes the limit states method of design; demonstrates the methods of calculating the design capacities of structural elements and connections; and illustrates the calculations by means of worked examples.
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Steel designers' handbook
1996, UNSW Press, ISBS Inc
in English
- 6th revised edition.
0868403660 9780868403663
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Steel designer's handbook
1973, New South Wales University Press
in English
- 2nd ed. (metric).
0909465088 9780909465087
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Book Details
Table of Contents
Cover ; About the Authors ; Copyright ; Contents; Preface; CHAPTER 1: Introduction; 1.1 Developments in steel structures; 1.1 Developments in steel structures; 1.2 Engineering design process; 1.3 Standards and codes of practice; 1.4 General structural design principles; 1.5 Limit states design method; 1.6 Combination of actions; 1.7 Strength limit state; 1.8 Serviceability limit state; 1.9 Other limit states; 1.10 Other features of AS 4100; 1.11 Criteria for economical design and detailing; 1.12 Design aids; 1.13 Glossary of limit states design terms
1.14 Recent code changes for this 8th edition 1.15 Further reading; CHAPTER 2: Material & Design Requirements; 2.1 Steel products; 2.2 Physical properties of steel; 2.3 Steel types and grades; 2.4 Scope of material and design codes; 2.5 Material properties and characteristics in AS 4100; 2.6 Strength limit state capacity reduction factor; 2.7 Brittle fracture; 2.8 Further reading; CHAPTER 3: Design Actions; 3.1 General; 3.2 Permanent actions; 3.3 Imposed actions; 3.4 Wind actions; 3.5 Earthquake actions; 3.6 Other actions; 3.7 Notional horizontal forces; 3.8 Temperature actions; 3.9 Silo loads
3.10 Crane and hoist loads 3.11 Design action combinations; 3.12 Further reading; CHAPTER 4: Structural Analysis; 4.1 Calculation of design action effects; 4.2 Forms of structure vs analysis method; 4.3 Calculation of second-order effects; 4.4 Moment amplification method in detail; 4.5 Elastic flexural buckling load of a member; 4.6 Calculation of factor for unequal end moments; 4.7 Examples; 4.8 Summary; 4.9 Further reading; CHAPTER 5: Beams & Girders; 5.1 Types of members subject to bending; 5.2 Flexural member behaviour; 5.3 Bending moment capacity; 5.4 Beam segments and restraints
5.5 Detailed design procedure 5.6 Monosymmetrical I-section beams; 5.7 Biaxial bending and bending with axial force; 5.8 Web shear capacity and web stiffeners; 5.9 Composite steel and concrete systems; 5.10 Design for serviceability; 5.11 Design for economy; 5.12 Examples; 5.13 Further reading; CHAPTER 6: Compression & Beam-Column Members; 6.1 Types of compression members; 6.2 Members loaded only axially; 6.3 Design of beam-columns; 6.4 Struts in triangulated structures; 6.5 Battened and laced struts; 6.6 Composite steel and concrete columns
6.7 Restraining systems for columns and beam-columns 6.8 Economy in the design; 6.10 Further reading; 6.9 Examples; CHAPTER 7: Tension Members; 7.1 Types of tension members; 7.2 Types of construction; 7.3 Evaluation of load effects; 7.4 Verification of member capacity; 7.5 End connection fasteners and detailing; 7.6 Steel rods; 7.7 Steel wire ropes; 7.8 Examples; 7.9 Further reading; CHAPTER 8: Connections; 8.1 Connection and detail design; 8.2 Bolted connections; 8.3 Design and verification of bolted connections; 8.4 Connected plate elements; 8.5 Welded connections; 8.6 Types of welded joints
Edition Notes
Includes bibliographical references and index.
Access restricted to Ryerson students, faculty and staff.
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