This major handbook covers the structural use of brick and
blockwork. A major feature is a series of step-by-step design
examples of typical elements and buildings.
The book has been revised to include updates to the code of
practice BS 5628:2000-2 and the 2004 version of Part A of the
Building Regulations. New information on sustainability issues,
innovation in masonry, health and safety issues and technical
developments has been added.
Autorentext
Curtins Consulting Engineers is a medium sized firm of structural engineers with 11 offices in the UK. They are well known for their work on foundations and have also authored another book with Blackwell Structural Masonry Designers' Manual (third edition due 2005).
Dave Easterbrook - Lecturer, School of Engineering, University of Plymouth.
Klappentext
This major handbook covers the structural use of brick and blockwork. A major feature is a series of step-by-step design examples of typical elements and buildings.
The book has been revised to include updates to the code of practice BS 5628:2000-2 and the 2004 version of Part A of the Building Regulations. New information on sustainability issues, innovation in masonry, health and safety issues and technical developments has been added.
Inhalt
Chapter 1 Introduction; 1.1 Present structural forms; 1.2 Examples of structural layout suiting masonry; 1.3 Reinforced and post-tensioned masonry; 1.4 Arches and vaults; 1.5 The robustness of masonry structures; 1.6 Prefabrication; 1.7 Future tradesmen; 1.8 Engineering education; Chapter 2 Advantages & disadvantages of structural masonry; 2.1 Engineering education; 2.1.1 Cost; 2.1.2 Speed of erection; 2.1.3 Aesthetics; 2.1.4 Durability; 2.1.5 Sound insulation; 2.1.6 Thermal insulation; 2.1.7 Fire resistance and accidental damage; 2.1.8 Capital and current energy requirements; 2.1.9 Resistance to movement; 2.1.10 Repair and maintenance; 2.1.11 Ease of combination with other materials; 2.1.12 Availability of materials and labour; 2.1.13 Recyclability; 2.2 Disadvantages; 2.2.1 Lack of education in masonry; 2.2.2 Increase in obstructed area over steel and reinforced concrete; 2.2.3 Problems with some isolated details; 2.2.4 Foundations; 2.2.5 Large openings; 2.2.6 Beams and slabs; 2.2.7 Control joints; 2.2.8 Health & safety considerations; Chapter 3 Design philosophy; 3.1 Strength of material; 3.2 Exploitation of cross-section; 3.3 Exploitation of essential building elements; Chapter 4 Limit state design; Chapter 5 Basis of design (1): vertical loading; 5.1 Compressive strength of masonry; 5.2 Characteristic strength and characteristic load; 5.3 Partial safety factors for loads; 5.4 Characteristic compressive strength of masonry; 5.4.1 Brickwork; 5.4.2 Blockwork; 5.4.3 Natural stone masonry and random rubble masonry; 5.4.4 Alternative construction techniques; 5.5 Partial safety factors for material strength; 5.5.1 Manufacturing control (BS 5628, clause 27.2.1); 5.5.2 Construction control; 5.6 Slenderness ratio; 5.7 Horizontal and vertical lateral supports; 5.7.1 Methods of compliance: Walls horizontal lateral supports; 5.7.2 Methods of compliance: Walls vertical lateral supports; 5.8 Effective height or length: Walls; 5.9 Effective thickness of walls; 5.9.1 Solid walls; 5.9.2 Cavity walls; 5.10 Loadbearing capacity reduction factor; 5.11 Design compressive strength of a wall; 5.12 Columns; 5.12.1 Slenderness ratio: Columns; 5.12.2 Columns formed by openings; 5.12.3 Design strength; 5.12.4 Columns or walls or small plan area; 5.13 Eccentric loading; 5.14 Combined effect of slenderness and eccentricity of load; 5.14.1 Walls; 5.14.2 Columns; 5.15 Concentrated loads; Chapter 6 Basis of design (2): lateral loading tensile and shear strength; 6.1 Direct tensile stress; 6.2 Characteristic flexural strength (tensile) of masonry; 6.2.1 Orthogonal ration; 6.3 Moments of resistance: General; 6.3.1 Moments of resistance; uncracked sections; 6.3.2 Moments of resistance; Cracked sections; 6.4 Cavity Walls; 6.4.1 Vertical twist ties; 6.4.2 Double-triangle and wire butterfly ties; 6.4.3 Selection of ties; 6.4.4 Double-lead (collar-jointed) walls; 6.4.5 Grouted cavity walls; 6.4.6 Differing orthogonal ratios; 6.5 Effective eccentricity method of design; 6.6 Arch method of design; 6.6.1 Vertical arching; 6.6.2 Vertical arching: return walls; 6.6.3 Horizontal arching; 6.7 Free-standing walls; 6.7.1 General; 6.7.2 Design bending moments; 6.7.3 Design moment of resistance; 6.8 Retaining walls; 6.9 Panel walls; 6.9.1 Limiting dimensions; 6.9.2 Design methods; 6.9.3 Design bending moment; 6.9.4 Design moments of resistance; 6.9.5 Design of ties; 6.10 Propped cantilever wall design; 6.10.1 Geometric and other sections in shear; 6.11 Eccentricity of loading in plane of wall; 6.11.1 Design of walls loaded eccentrically in the plane of the wall; 6.12 Walls subjected to shear forces; 6.12.1 Characteristic and design shear strength; 6.12.2 Resistance to shear; Chapter 7 Strapping, propping and tying of loadbearing masonry; 7.1 Structural action; 7.2 Horizontal movement; 7.3 Shear keying between wall and floors; 7.4 Holding down roofs subject to upward forces; 7.5 Areas of concern; 7.6 Other factors influencing the details of connections; 7.7 Illustrated examples of strapping and tying; 7.8 Design examples: Straps and ties for a three-storey masonry building; Chapter 8 Stability, accidental damage and progressive collapse ;8.1 Progressive collapse; 8.2 Stability; 8.3 Accidental forces (BS 5628, clause 20); 8.4 During construction; 8.5 Extent of damage; 8.6 Design for accidental damage; 8.6.1 Partial safety factors; 8.6.2 Methods (options) of checking; 8.6.3 Loadbearing elements; 8.6.4 Protected member; 8.6.5 General notes; Chapter 9 Structural elements and forms; 9.1 Single-leaf walls; 9.2 Double-leaf collar-jointed walls; 9.3 Double-leaf cavity walls; 9.4 Double-leaf grouted cavity walls; 9.5 Faced walls; 9.6 Veneered walls; 9.7 Walls with improved section modulus; 9.7.1 Chevron or zig-zag walls; 9.7.2 Diaphragm walls; 9.7.3 Mass filled diaphragms; 9.7.4 Piered walls; 9.7.5 Fin walls; 9.8 Reinforced walls; 9.9 Post-tensioned walls; 9.10 Columns; 9.11 Arches; 9.12 Circular and elliptical tube construction; 9.13 Composite c...
Titel
Structural Masonry Designers' Manual
EAN
9780470777411
ISBN
978-0-470-77741-1
Format
E-Book (pdf)
Hersteller
Herausgeber
Genre
Veröffentlichung
15.04.2008
Digitaler Kopierschutz
Adobe-DRM
Dateigrösse
2.9 MB
Anzahl Seiten
350
Jahr
2008
Untertitel
Englisch
Auflage
3. Aufl.
Unerwartete Verzögerung
Ups, ein Fehler ist aufgetreten. Bitte versuchen Sie es später noch einmal.