A comprehensive reference which provides the student and the engineer with in-depth guidance on design methods to the UK code of practice for structural steelwork, BS 5950. The design procedures are presented in a series of well-defined steps illustrated with worked examples.
Author(s): A.B. Clarke, S.H. Coverman
Publisher: CRC Press
Year: 1987
Language: English
Pages: 298
City: Boca Raton
Cover
Half Title
Titile Page
Copyright Page
Table of Contents
Preface
Introduction
Design Objectives
Design Procedures
Elastic (Allowable Stress) Design
Limit State (Load Factor) Desig
References
1 Metallurgical Considerations
1.1 Introduction
1.2 Steel Characteristics
1.3 Structural Effects of Welding
1.4 Non-Destructive Testing
1.5 Stress Relief
References
2 Structural Elements
2.1 Introduction
2.2 Beams
2.3 Compression Members
2.4 Tension Members
2.5 Plate Girders
2.6 Intermediate Transverse Web Stiffeners
2.7 Stiffener Design for Bearing and Buckling
2.8 Load Carrying Stiffeners
2.9 Bearing Stiffeners
2.10 Plate Girder — Designexample
2.11 Problems
References
3 Steelwork Connections
3.1 Definition And Philosophy
3.2 Bolt Types - General
3.3 The Use of Hsfg Bolts
3.4 Welds
3.5 Column Baseplates
3.6 Tension Connections
3.7 Splice Connections
3.8 Bracing Connections
3.9 Beam to Beam Connections
3.10 Tubular Connections
References
4 Beam To Column Connections
4.1 Introduction
4.2 Framed Beam Connection
4.3 End Plate Connection
4.4 Seated Beam Connection
4.5 Stiffened Seat Bracket
4.6 Eccentrically Loaded Connection
4.7 Beam to Column Moment Connections
4.8 Beam/Column Moment Connections - Design Examples
4.9 Problems
References
5 Plastic Design
5.1 Introduction
5.2 Plastic Behaviour af a Homogeneous Beam
5.3 Plastic Modulus
5.4 Shape Factor
5.5 Single Span Beams
5.6 Continuous Beams
5.7 Unequal Spans
5.8 Effect of Shear on Plastic Moment Capacity
5.9 Effect of Axial Force on Plastic Momentcapacity
5.10 Plastic Design Restrictions
5.11 Plastic Design of Plane Frames
5.12 Single Bay Portal Frames
5.13 Virtual Work Method
5.14 Graphical Method
5.15 Reactant Moment Diagram Method
5.16 Portal Frame Haunches
5.17 Connections and Details
5.18 Portal Frame Bases
5.19 Multi-Bay Frames
5.20 Summary
5.21 Problems
References
6 Industrial Buildings
6.1 Introduction
6.2 Framing Methods
6.3 Special Imposed Loading
6.4 Bracing
6.5 Space Frames
6.6 Towers
References
7 Erection of Structural Steelwork
7.1 Introduction
7.2 Delivery of Steelwork
7.3 Setting Out and Erection of Steelwork
7.4 Cranage
7.5 Construction Tolerances
7.6 Finishing of Erected Steelwork
References
8 Multi-Storey Building-Design Example
8.1 Introduction
8.2 Reduction of Imposed Floor Load
8.3 Office Building
8.4 Roof Beams
8.5 1st to 4th Floor Beams
8.6 Columns (Cased)
References
Answers To Problems
Appendix - Miscellaneous Data
A.1 Angles of Repose for Contained Materials. Materials Should be Tested for Final Design Value.
A.2 Weights of Materials
A.3 Cantilevers
A.4 Simply Supported Beams
A.5(A) Propped Cantilevers
A.5(B) Note Need to Add
A.6 Fixed Ended Beams
A.7 Pitched Roof; Definitions and Frame Constants
A.8 Pitched Roof; Pinned Base
A.9 Pitched Roof; Fixed Base
A.10 Pitched Roof; Fixed Base
A.11 Rectangular, Definitions and Frame Constants
A.12 Calculation of Horizontal and Vertical Reactions
A. 13 Bolt Erection Clearances
A.14 Holding Down Bolts
A.15 EOT Cranes, Single Girder Type, Medium Duty
A.16 EOT Cranes, Double Girder Type, Medium Duty
A.17 Geared Travel Hoists
A.18 Cladding Data
A.19 Floor Plate Simply Supported on Two Sides - Collapse Loads
A.20 Floor Plate Simply Supported on Four Sides - Collapse Loads
A.21 Relative British Standards and Codes of Practice
Index
