Steel structures practical design studies 4th Edition by Hassan Al Nageim ISBN 9781482263626 1482263629

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ISBN 10: 1482263629
ISBN 13: 9781482263626
Author: Hassan Al Nageim

Steel structures practical design studies 4th Edition Table of 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

1.2.1 Basic considerations concerning the structural design process

1.3 The meanings of structural design

1.4 Can structural design be taught?

1.5 Databases 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

2.3.1 General types of structures

2.3.2 Steel structures

2.4 Foundations

2.5 Structural engineering

2.5.1 Scope of structural engineering

2.5.2 Structural designer’s work

2.6 Conceptual design, innovation and planning

2.7 Comparative design and optimization

2.7.1 General considerations

2.7.2 Aims and factors considered in design comparison

2.7.3 Specific basis of comparisons for common structures

2.8 Load paths, structural idealization and modelling

2.8.1 Load paths

2.8.2 Structural idealization

2.8.3 Modelling

2.9 Drawings, specifications and quantities

2.9.1 Steelwork drawings

2.9.2 Specification

2.9.3 Quantities

2.10 Fabrication

2.11 Transport and erection

3 Structural steel design

3.1 Design theories

3.1.1 Development of design

3.1.2 Design from experience

3.1.3 Elastic theory

3.1.4 Plastic theory

3.1.5 Limit state theory and design codes

3.2 Limit states and design basis

3.3 Loads, actions and partial safety factors

3.3.1 Loads

3.3.2 Partial factors for loads/partial safety factors and design loads

3.4 Structural steels – partial safety factors for materials

3.5 Design methods from codes – ultimate limit state

3.5.1 Design methods from BS 5950

3.5.2 Analysis of structures – EC3

3.5.3 Member and joint design

3.6 Stability limit state

3.7 Design for accidental damage

3.7.1 Progressive collapse and robustness

3.7.2 Building Regulations 1991

3.7.3 BS 5950 requirements for structural integrity

3.8 Serviceability limit states

3.8.1 Deflection limits

3.8.2 Vibration

3.9 Design considerations

3.9.1 Fatigue

3.9.2 Brittle fracture

3.9.3 Corrosion protection

3.9.4 Fire protection

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

4.3.1 Design concept

4.3.2 Modelling

4.3.3 Load estimation

4.4 Analysis

4.4.1 Statically determinate structures

4.4.2 Statically indeterminate structures

4.5 Element design

4.5.1 General comments

4.5.2 Ties and struts

4.5.3 Beams and girders

4.5.4 Beam–columns

4.5.5 Members in portal frames

4.6 Examples

4.6.1 Ribbed dome structure

4.6.2 Two-pinned portal – plastic design

5 Single-storey, one-way-spanning buildings

5.1 Types of structures

5.2 Pinned-base portal – plastic design

5.2.1 Specification and framing plans

5.2.2 Dead and imposed loads

5.2.3 Wind loads

5.2.4 Design load cases

5.2.5 Plastic analysis and design

5.2.6 Dead and wind loads

5.2.7 Plastic design – checks

5.2.8 Rafter under wind uplift

5.2.9 Portal joints

5.2.10 Serviceability check

5.3 Built-up tapered member portal

5.3.1 General comments

5.3.2 Design process

5.4 Two-pinned arch

5.4.1 General considerations

5.4.2 Specification

5.4.3 Loading

5.4.4 Analysis

5.4.5 Design

5.4.6 Construction

5.4.7 Lattice arch

6 Single-storey, one-way-spanning pinned-base portal-plastic design to EC3

6.1 Type of structure

6.2 Sway stability

6.2.1 For dead and imposed load

6.3 Arching stability check-rafter, snap through

6.4 Check the column

6.4.1 Section classification

6.4.2 Moment of resistance

6.4.3 Column buckling between intermediate restraints

6.4.4 Column buckling between torsional restraints

6.5 Stability of the rafter

6.5.1 Section classification

6.5.2 Moment of resistance

6.5.3 Rafter check buckling between intermediate restraints

6.5.4 Rafter check buckling between torsional restraints (stays)

7 Multistorey buildings

7.1 Outline of designs covered

7.1.1 Aims of study

7.1.2 Design to BS 5950

7.2 Building and loads

7.2.1 Specification

7.2.2 Loads

7.2.3 Materials

7.3 Simple design centre frame

7.3.1 Slabs

7.3.2 Roof beam

7.3.3 Floor beam

7.3.4 Outer column – upper length 7–10–13

7.3.5 Outer column – lower length 1–4–7

7.3.6 Centre column – upper length 8–11–14

7.3.7 Centre column – lower length 2–5–8

7.3.8 Joint design

7.3.9 Baseplate – centre column

7.4 Braced rigid elastic design

7.4.1 Computer analysis

7.4.2 Beam design

7.4.3 Column design

7.4.4 Joint design

7.5 Braced rigid plastic design

7.5.1 Design procedure

7.5.2 Design loads and moments

7.5.3 Frame design

7.6 Semirigid design

7.6.1 Code requirements

7.6.2 Joint types and performance

7.6.3 Frame analysis

7.6.4 Frame 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

8.2.1 Roof beam with full lateral restraints

8.2.2 Floor beam – full lateral restraints

8.3 Braced rigid elastic design/floor beam 10–11–12

8.3.1 Check buckling resistance of beam Mb,Rd > MEd

8.4 Column – upper length 7–10–13, design and checking using EC3

8.4.1 Check resistance of cross-sections, bending and axial force (Clause 5.4.8 EC3)

8.4.2 Resistance of member: Combined bending and axial compression (Clause 5.5.4 EC3)

8.5 Outer column – lower length 1–4–7

8.5.1 Check column below 1st floor at joint 4

8.6 Base plate (EC Annex L, Clause L1 EC3)

8.6.1 Check bearing pressure and strength Nsd/Aef ≤ fi

8.6.2 Check resisting moment MEd < MRd

8.7 Joint design (Figure 5.4 EC3)

8.7.1 Check positioning for holes for bolts

8.7.2 Check shear resistance of bolt group (Clause 6.5.5 and Table 3.3 EC3)

8.7.3 Check bearing resistance

8.7.4 Shear resistance of leg of cleat

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

9.4.1 General comments

9.4.2 Design procedure

9.5 Composite beam design

9.5.1 Design basis

9.5.2 Effective section

9.5.3 Plastic moment capacity

9.5.4 Construction

9.5.5 Continuous beam analysis

9.5.6 Design of members

9.5.7 Shear connectors (Section 5.4 of code)

9.5.8 Longitudinal shear (Section 5.6 of code)

9.5.9 Deflection (Section 6 of code)

9.6 Simply supported composite beam

9.6.1 Specification

9.6.2 Moment capacity (Section 4.4 of code)

9.6.3 Shear (Section 5.3.4 of code)

9.6.4 Shear connectors (Section 5.4 of code)

9.6.5 Longitudinal shear

9.6.6 Deflection (Section 6.1 of code)

9.7 Continuous composite beam

9.7.1 Specification

9.7.2 Floor loads

9.7.3 Elastic analysis and redistribution

9.7.4 Section design checks

9.7.5 Shear connectors

9.7.6 Longitudinal shear

9.7.7 Deflection (Clause 6.1.1)

10 Composite floor system to EC4

10.1 Composite floor and composite beams

10.1.1 The method of construction

10.1.2 Effective width of the concrete flange (BS EN 1994-1-1 2004(E), Clause 5.4.1.2 (3–9))

10.1.3 General comments on design

10.2 Initial selection of the steel beam size

10.2.1 Design case study

10.2.2 Design data

10.2.3 Initial selection of beam size

10.2.4 Construction stage design

10.3 Plastic analysis of composite section

10.3.1 Composite stage design, MEd

10.3.2 Compression resistance of concrete slab, Rc

10.3.3 Compression resistance of steel section, Rs

10.3.4 Moment resistance of the composite beam, Mpl,Rd

10.3.5 Location of neutral axis

10.4 The shear resistance of the composite section

10.5 Case study – shear connectors resistance

10.5.1 Partial shear connection

10.5.2 Longitudinal shear force transfer, Rq

10.5.3 Degree of shear connection, N/Nf (Clause 6.2.13): For Rs < Rc

10.5.4 Composite steel section with partial shear connection: Moment resistance

10.6 Checks for serviceability limit state

10.6.1 Deflection for non-composite stage

10.6.2 Deflection for composite, at service

10.6.3 Composite beam total deflection

10.7 Check transverse reinforcement

10.8 Check shear per unit length, v

10.9 Check vibration

11 Tall buildings

11.1 General considerations

11.2 Structural design considerations

11.3 Structural systems

11.3.1 All-steel braced structure

11.3.2 Rigid frame and mixed systems

11.3.3 All-steel outrigger and belt truss system

11.3.4 Composite structures

11.3.5 Suspended structures

11.3.6 Tube structures

11.3.7 SWMB structures

11.4 Construction details

11.4.1 Roofs and floors

11.4.2 Walls

11.4.3 Steel members

11.5 Multistorey building – preliminary design

11.5.1 Specification

11.5.2 Dead and imposed loads

11.5.3 Beam loads and design

11.5.4 Design of perimeter column PC1

11.5.5 Braced core wall – vertical loads

11.5.6 Wind loads

11.5.7 Stability, foundations and bracing

12 Wide-span buildings

12.1 Types and characteristics

12.2 Tie-stayed roof – preliminary design

12.2.1 Specification

12.2.2 Preliminary design

12.2.3 Stability and wind load

12.3 Space decks

12.3.1 Two-way spanning roofs

12.3.2 Space decks

12.3.3 Space deck analyses and design

12.4 Preliminary design for a space deck

12.4.1 Specification

12.4.2 Arrangement of space deck

12.4.3 Approximate analysis and design

12.4.4 Computer analysis

12.4.5 Computer results

12.4.6 Member design

12.5 Framed domes

12.5.1 Types

12.5.2 Dome construction

12.5.3 Loading

12.5.4 Analysis

12.5.5 Stability

12.6 Schwedler dome

12.6.1 Specification

12.6.2 Loading for statical analysis

12.6.3 Statical analysis

12.6.4 Member design

12.6.5 Membrane analysis

12.7 Retractable roof stadium

12.7.1 Introduction

12.7.2 Proposed structure

12.7.3 Preliminary section sizes

12.7.4 Problems in design and operation

13 Composite steel columns to EC3 and EC4: Theory, uses and practical design studies

13.1 Theory and general requirements

13.2 Design notes, partially or totally encased universal columns

13.3 Column symmetric about both axes. General requirement of BS EC EN 1994-1-1

13.3.1 The steel contribution ratio δ satisfies the following limits

13.3.2 The relative slenderness λ for relevant plane of bending

13.4 Axial compression resistance of composite column cross section: Design resistance (χNpl,Rd)

13.5 Resistance of composite column cross section in combined compression and bending

13.6 Case study 1: Composite column: Compression resistance of cross section

13.6.1 Check h/t (actual) < 52ε (allowable), Clause 9.7.9, Table 6.3 BS EN 1994-1-1 2004(E)

13.6.2 Plastic resistance of cross section, Npl,Rd

13.7 Case study 2: Resistance of composite column in combined compression and bending about the major axis

13.7.1 Section properties

13.7.2 Plastic compression resistance, Npl,Rd

13.7.3 Steel contribution ratio, δ

13.7.4 Maximum moment capacity, Mmax,Rd

13.7.5 Resistance of concrete to compression normal force, Npm,Rd

13.7.6 Neutral axis position, hn

13.7.7 Calculate Wpcn, Mn,Rd, Mpl,Rd

13.7.8 Resistance of composite column for axial buckling about the major axis

13.7.9 Compression and bending resistance of column based on second-order linear elastic analysis

13.8 Case study 3: Combined compression and biaxial bending

13.8.1 Interaction diagrams for y–y axis and z–z axis

13.8.2 Resistance to axial buckling about the minor axis z–z

13.8.3 Second-order effects (major y–y axis) – based on second-order linear elastic analysis

13.8.4 Second-order effects (minor z–z axis) – based on second-order linear elastic analysis

13.8.4.1 Major axis, M350, minor axis, M350

13.8.4.2 Compression and bending resistance of column based on second-order linear elastic analysis

14 Steel plate girders: Design to EC3

14.1 General theory, uses and practical examples/applications

14.2 Design of plate girder

14.2.1 Critical hw/tw ratio for a girder with no web stiffeners

14.2.2 Design methods

14.2.3 Plate girder bending moment resistance

14.2.4 Plate girder cross section classification

14.2.5 Design of the plate girder web sectional dimensions

14.2.6 Nondimensional slenderness ration (λw)

14.2.7 Shear capacity of web

14.2.7.1 Nonrigid end post

14.2.7.2 Rigid end post

14.2.8 Design shear resistance Vb,Rd

14.2.9 Design of stiffeners

14.2.9.1 Rigid end post (see cl. 9.3.1, EN 1993-1-5)

14.2.9.2 Minimum cross-sectional area of stiffener of rigid end post, Amin

14.2.9.3 Nonrigid end post spacing between stiffeners

14.2.9.4 Intermediate transverse stiffeners

14.2.10 Buckling resistance of the stiffener (cl. 9.1, EN 1933-1-3)

14.2.10.1 Buckling resistance of intermediate stiffener

14.2.10.2 Buckling resistance of the end stiffener

14.2.11 Web to flange welds

15 Plate girder: Practical design studies

15.1 Total design loads acting on the plate girder

15.2 Maximum bending moment acting on the plate girder

15.3 Web critical slenderness ratio

15.4 Plate girder: Dimensions of cross-section

15.4.1 Web thickness tw and web depth hw

15.4.2 Deciding plate girder flange thickness

15.5 Check that actual hw/tw ratio < allowable hw/tw

15.6 Plate girder cross-section classification

15.6.1 Web classification

15.6.2 Classification of the flanges

15.7 Check plastic moment of resistance of the flanges Mpl,Rd

15.8 Maximum shear force

15.9 Web design

15.9.1 Determination of χv

15.10 Plate girder with nonrigid end post

15.10.1 The shear capacity Vb,Rd of the first panel from the support is given by

15.10.2 Intermediate stiffeners–strength check

15.10.2.1 First intermediate stiffener

15.10.2.2 Second intermediate stiffener

15.10.3 Dimensions of stiffeners: The minimum stiffness requirement

15.11 Intermediate stiffener: Buckling check

15.12 Plate girder: End stiffener – nonrigid end post

15.13 Welding between flange and webs, Clause 9.3.5-BS EN 1993-1-5 2006(E)

15.14 Plate girder with rigid end post

15.14.1 Intermediate stiffener

15.15 Rigid end post

16 Sustainable steel buildings and energy saving

16.1 Sustainable steel buildings

16.2 Energy saving and thermal insulation

16.3 The U-value

16.4 Resistances of surfaces

16.5 Resistances of air spaces

16.6 Example calculation

16.7 Some maximum U-values

16.7.1 Example calculation 1

16.7.2 Example calculation 2

16.7.3 Example calculation 3

16.7.4 Example calculation 4

16.7.5 Example calculation 5

16.7.6 Example calculation 6

16.8 Thermal conductivities of commonly used insulating materials

16.9 Some typical k-values (W/m K)

16.10 Thermal insulation

16.11 Acoustic insulation

Bibliography

Index

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