Steel Structures Practical Design Studies Third edition
Contents
1 Introduction to structural design: the meaning, the purpose and the limits of structural design –general
1.1 Introduction
1.2 Phases of structural design
1.3 The meanings of structural design
1.4 Can structural design be taught
1.5Databases and expert systems in structural design
1.6 The importance of the computer modelling process
2 Steel structures –structural engineering
2.1 Need for and use of structures
2.2 Structural materials – types and uses
2.3 Types of structures
2.4 Foundations
2.5 Structural engineering
2.6 Conceptual design, innovation and planning
2.7 Comparative design and optimization
2.8 Load paths, structural idealization and modelling
2.9 Drawings, specifications and quantities
2.10 Fabrication
2.11 Transport and erection
3 Structural steel design
3.1 Design theories
3.2 Limit states and design basis
3.3 Loads, actions and partial safety factors
3.4 Structural steels – partial safety factors for materials
3.5Design methods from codes – ultimate limit state
3.6 Stability limit state
3.7 Design for accidental damage
3.8 Serviceability limit states
3.9 Design considerations
4 Preliminary design
4.1 General considerations
4.2 Need for and scope of preliminary design methods
4.3 Design concept, modelling and load estimation
4.4 Analysis
4.5 Element design
4.6 Examples
5 Single-storey, one-way-spanning buildings
5.1 Types of structures
5.2 Pinned-base portal – plastic design
5.3 Built-up tapered member portal
5.4 Two-pinned arch
6 Single-storey, one-way-spanning pinned-base portal-plastic design to EC3
6.1 Type of structure
6.2 Sway stability
6.3 Arching stability check-rafter, snap through
6.4 Check the column
6.5Stability of the rafter
7 Multistorey buildings
7.1 Outline of designs covered
7.2 Building and loads
7.3 Simple design centre frame
7.4 Braced rigid elastic design
7.5Braced rigid plastic design
7.6 Semirigid design
7.7 Summary of designs
8 Multistorey buildings, simple design to EC3
8.1 Outline of design covered
8.1.1 Aims of study
8.1.2 Design to EC3
8.2 Simple design centre frame
8.3 Braced rigid elastic design/floor beam 10–11–12
8.4 Column – upper length 7–10–3 Figure 5.3, design and checking using EC3
8.5Outer column – lower length 1–4–7 Figure5.3
8.6 Base plate
8.7 Joint design
9 Floor systems
9.1 Functions of floor systems
9.2 Layouts and framing systems
9.3 Types of floor construction
9.4 Composite floor slabs
9.5Composite beam design
9.6 Simply supported composite beam
9.6.4 Shear connectors
9.7 Continuous composite beam
10 Design of simply supported composite beam to EC4
10.1 Design data
10.2 Initial selection of beam size
10.3 Plastic analysis of composite section
10.4 Check for serviceability limit states
10.5Check transverse reinforcement
10.6 Check shear per unit length, ν
10.7 Check vibration
11 Tall buildings
11.1 General considerations
11.2 Structural design considerations
11.3 Structural systems
11.4 Construction details
11.5Multistorey building – preliminary design
12 Wide-span buildings
12.1 Types and characteristics
12.2 Tie-stayed roof – preliminary design
12.3 Space decks
12.4 Preliminary design for a space deck
12.5Framed domes
12.6 Schwedler dome
12.7 Retractable roof stadium
13 Sustainable steel buildings and energy saving
13.1 Sustainable steel buildings
13.2 Energy saving and thermal insulation
13.3 The U-value
13.4 Resistances of surfaces
13.5Resistances of air spaces
13.6 Example calculation
13.7 Some maximum U-values
13.8 Thermal conductivities of commonly used insulating materials
13.9 Some typical k-values (W/m K)
13.10 Thermal insulation
13.11 Acoustic insulation
Steel Structures Practical Design Studies
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