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9781405100359

Composite Structures of Steel and Concrete Beams, Slabs, Columns, and Frames for Buildings

by
  • ISBN13:

    9781405100359

  • ISBN10:

    1405100354

  • Edition: 3rd
  • Format: Paperback
  • Copyright: 2004-10-22
  • Publisher: Wiley-Blackwell
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Summary

This book sets out the basic principles of composite construction with reference to beams, slabs, columns and frames, and their applications to building structures. It deals with the problems likely to arise in the design of composite members in buildings, and relates basic theory to the design approach of Eurocodes 2, 3 and 4. The new edition is based for the first time on the finalised Eurocode for steel/concrete composite structures.

Author Biography

R. P. Johnson is Emeritus Professor of Civil Engineering at the University of Warwick.

Table of Contents

Preface x
Symbols, terminology and units xiii
Chapter 1 Introduction 1(19)
1.1 Composite beams and slabs
1(1)
1.2 Composite columns and frames
2(1)
1.3 Design philosophy and the Eurocodes
3(7)
1.3.1 Background
3(2)
1.3.2 Limit state design philosophy
5(16)
Basis of design, and actions
5(2)
Resistances
7(1)
Combinations of actions
8(1)
Comments on limit state design philosophy
9(1)
1.4 Properties of materials
10(3)
1.5 Direct actions (loading)
13(1)
1.6 Methods of analysis and design
14(6)
Chapter 2 Shear connection 20(24)
2.1 Introduction
20(1)
2.2 Simply-supported beam of rectangular cross-section
21(5)
2.2.1 No shear connection
22(2)
2.2.2 Full interaction
24(2)
2.3 Uplift
26(1)
2.4 Methods of shear connection
26(3)
2.4.1 Bond
26(1)
2.4.2 Shear connectors
27(2)
2.4.3 Shear connection for profiled steel sheeting
29(1)
2.5 Properties of shear connectors
29(6)
2.5.1 Stud connectors used with profiled steel sheeting
34(1)
2.6 Partial interaction
35(2)
2.7 Effect of slip on stresses and deflections
37(3)
2.8 Longitudinal shear in composite slabs
40(4)
2.8.1 The m-k or shear-bond test
40(4)
Chapter 3 Simply-supported composite slabs and beams 44(78)
3.1 Introduction
44(1)
3.2 Example: layout, materials and loadings
44(3)
3.3 Composite floor slabs
47(17)
3.3.1 Resistance of composite slabs to sagging bending
48(4)
3.3.2 Resistance of composite slabs to longitudinal shear
52(2)
3.3.3 Resistance of composite slabs to vertical shear
54(1)
3.3.4 Punching shear
55(1)
3.3.5 Bending moments from concentrated point and line loads
56(2)
3.3.6 Serviceability limit states for composite slabs
58(1)
3.3.7 Fire resistance
59(5)
Partial safety factors for fire
60(1)
Design action effects for fire
60(1)
Thermal properties of materials
61(1)
Design methods for resistance to fire
61(1)
Simple calculation model for unprotected composite slab
62(2)
3.4 Example: composite slab
64(11)
3.4.1 Profiled steel sheeting as shuttering
65(1)
3.4.2 Composite slab - flexure and vertical shear
66(2)
3.4.3 Composite slab - longitudinal shear
68(2)
3.4.4 Local effects of point load
70(2)
3.4.5 Composite slab - serviceability
72(1)
3.4.6 Composite slab - fire design
73(2)
3.4.7 Comments on the design of the composite slab
75(1)
3.5 Composite beams - sagging bending and vertical shear
75(11)
3.5.1 Effective cross-section
76(1)
3.5.2 Classification of steel elements in compression
77(2)
3.5.3 Resistance to sagging bending
79(6)
Cross-sections in Class 1 or 2
79(6)
Cross-sections in Class 3 or 4
85(1)
3.5.4 Resistance to vertical shear
85(1)
3.6 Composite beams - longitudinal shear
86(8)
3.6.1 Critical lengths and cross-sections
86(2)
3.6.2 Ductile and non-ductile connectors
88(1)
3.6.3 Transverse reinforcement
89(4)
Design rules for transverse reinforcement in solid slabs
91(1)
Transverse reinforcement in composite slabs
92(1)
3.6.4 Detailing rules
93(1)
3.7 Stresses, deflections and cracking in service
94(5)
3.7.1 Elastic analysis of composite sections in sagging bending
96(2)
3.7.2 The use of limiting span-to-depth ratios
98(1)
3.8 Effects of shrinkage of concrete and of temperature
99(1)
3.9 Vibration of composite floor structures
100(69)
3.9.1 Prediction of fundamental natural frequency
102(2)
3.9.2 Response of a composite floor to pedestrian traffic
104(1)
3.10 Fire resistance of composite beams
105(2)
3.11 Example: simply-supported composite beam
107(15)
3.11.1 Composite beam - full-interaction flexure and vertical shear
108(3)
3.11.2 Composite beam - partial shear connection, and transverse reinforcement
111(4)
3.11.3 Composite beam - deflection and vibration
115(5)
Deflection
115(3)
Vibration
118(2)
3.11.4 Composite beam - fire design
120(2)
Chapter 4 Continuous beams and slabs, and beams in frames 122(48)
4.1 Introduction
122(4)
4.2 Hogging moment regions of continuous composite beams
126(20)
4.2.1 Classification of sections, and resistance to bending
126(6)
General
126(1)
Plastic moment of resistance
127(3)
Elastic moment of resistance
130(2)
4.2.2 Vertical shear, and moment-shear interaction
132(1)
4.2.3 Longitudinal shear
133(1)
4.2.4 Lateral buckling
134(6)
Elastic critical moment
136(3)
Buckling moment
139(1)
Use of bracing
140(1)
4.2.5 Cracking of concrete
140(6)
No control of crack width
143(1)
Control of restraint-induced cracking
143(2)
Control of load-induced cracking
145(1)
4.3 Global analysis of continuous beams
146(9)
4.3.1 General
146(1)
4.3.2 Elastic analysis
147(6)
Redistribution of moments in continuous beams
148(1)
Example: redistribution of moments
149(2)
Corrections for cracking and yielding
151(2)
4.3.3 Rigid-plastic analysis
153(2)
4.4 Stresses and deflections in continuous beams
155(1)
4.5 Design strategies for continuous beams
155(2)
4.6 Example: continuous composite beam
157(12)
4.6.1 Data
157(2)
4.6.2 Flexure and vertical shear
159(2)
4.6.3 Lateral buckling
161(3)
4.6.4 Shear connection and transverse reinforcement
164(1)
4.6.5 Check on deflections
165(3)
4.6.6 Control of cracking
168(1)
4.7 Continuous composite slabs
169(1)
Chapter 5 Composite columns and frames 170(44)
5.1 Introduction
170(2)
5.2 Composite columns
172(1)
5.3 Beam-to-column joints
173(5)
5.3.1 Properties of joints
173(3)
5.3.2 Classification of joints
176(2)
5.4 Design of non-sway composite frames
178(8)
5.4.1 Imperfections
178(3)
5.4.2 Elastic stiffnesses of members
181(1)
5.4.3 Method of global analysis
181(1)
5.4.4 First-order global analysis of braced frames
182(3)
Actions
182(1)
Eccentricity of loading, for columns
183(1)
Elastic global analysis
184(1)
Rigid-plastic global analysis
184(1)
5.4.5 Outline sequence for design of a composite braced frame
185(1)
5.5 Example: composite frame
186(3)
5.5.1 Data
186(1)
5.5.2 Design action effects and load arrangements
187(2)
5.6 Simplified design method of EN 1994-1-1, for columns
189(9)
5.6.1 Introduction
189(1)
5.6.2 Fire resistance, and detailing rules
190(1)
5.6.3 Properties of column lengths
191(2)
Relative slenderness
192(1)
5.6.4 Resistance of a cross-section to combined compression and uni-axial bending
193(1)
5.6.5 Verification of a column length
194(2)
Design action effects, for uni-axial bending
194(2)
Bi-axial bending
196(1)
5.6.6 Transverse and longitudinal shear
196(1)
5.6.7 Concrete-filled steel tubes
197(1)
5.7 Example: external column
198(10)
5.7.1 Action effects
198(1)
5.7.2 Properties of the cross-section, and y-axis slenderness
199(4)
5.7.3 Resistance of the column length, for major-axis bending
203(2)
5.7.4 Resistance of the column length, for minor-axis bending
205(2)
5.7.5 Checks on shear
207(1)
5.8 Example (continued): internal column
208(2)
5.9 Example (continued): design for horizontal forces
210(3)
5.10 Example (continued): nominally-pinned joint to external column
213(1)
Appendix A Partial-interaction theory 214(6)
A.1 Theory for simply-supported beam
214(3)
A.2 Example: partial interaction
217(3)
References 220(4)
Index 224

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