Structural Steelwork: Limit state design

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