{"product_id":"structural-masonry-designers-manual-hardback-9780632056125","title":"Structural Masonry Designers' Manual (Hardback) 9780632056125","description":"\u003cfont face=\"Georgia\"\u003e\r\n\u003cp\u003e\u003cfont size=\"6\"\u003eStructural Masonry Designers' Manual\u003c\/font\u003e\u003cbr\u003e\r\n\r\n\r\n\r\n\r\n\r\n\u003c\/p\u003e\n\u003cp\u003e\u003cfont size=\"4\"\u003eW. G. Curtin (Author), Gerry Shaw (Author), J. K. Beck (Author), W. A. Bray (Author), David Easterbrook (Author)\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e9780632056125, Wiley\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eHardback, published 31 May 2006\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e352 pages\u003cbr\u003e30.5 x 21.6 x 2.4 cm, 1.343 kg\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\r\n\u003cp align=\"justify\"\u003e\u003cem\u003e\u003cfont size=\"3\"\u003e‘This is essential reading for all civil structural design offices involved with masonry design and is now established as the standard work on the subject.’ \u003cb\u003e– \u003ci\u003eNew Civil Engineer\u003c\/i\u003e\u003c\/b\u003e\u003cbr\u003e \u003cp\u003e\u003cbr\u003e \u003c\/p\u003e \u003cp\u003e‘This is an excellent reference … especially for sites with difficult ground conditions.’ \u003cb\u003e– \u003ci\u003eThe Structural Engineer\u003c\/i\u003e\u003c\/b\u003e\u003cbr\u003e \u003c\/p\u003e \u003cp\u003e'Looks crisp and with a modern style of illustration, is easy to read for a technical manual. As a full and comprehensive review of structural masonry, authoritatively written and covering most of the aspects likely to be encountered in practice, it is a hugely useful manual.' \u003ci\u003e\u003cb\u003eInstitution of Structural Engineers\u003c\/b\u003e\u003c\/i\u003e\u003cbr\u003e \u003c\/p\u003e \u003cp\u003e'This book is a precious gift for the consulting\/ design engineers and students.' \u003ci\u003e\u003cb\u003eJournal of Structural Engineering\u003c\/b\u003e\u003c\/i\u003e\u003c\/p\u003e\u003c\/font\u003e\u003c\/em\u003e\u003c\/p\u003e\r\n\r\n\u003cp align=\"justify\"\u003e\u003cstrong\u003e\u003cfont size=\"3\"\u003eThis 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. \u003cp\u003eThe 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.\u003c\/p\u003e\u003c\/font\u003e\u003c\/strong\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eChapter 1 Introduction\u003cbr\u003e 1.1 Present structural forms\u003cbr\u003e 1.2 Examples of structural layout suiting masonry\u003cbr\u003e 1.3 Reinforced and post-tensioned masonry\u003cbr\u003e 1.4 Arches and vaults\u003cbr\u003e 1.5 The robustness of masonry structures\u003cbr\u003e 1.6 Prefabrication\u003cbr\u003e 1.7 Future tradesmen\u003cbr\u003e 1.8 Engineering education\u003cbr\u003e Chapter 2 Advantages \u0026amp; disadvantages of structural masonry\u003cbr\u003e 2.1 Engineering education\u003cbr\u003e 2.1.1 Cost\u003cbr\u003e 2.1.2 Speed of erection\u003cbr\u003e 2.1.3 Aesthetics\u003cbr\u003e 2.1.4 Durability\u003cbr\u003e 2.1.5 Sound insulation\u003cbr\u003e 2.1.6 Thermal insulation\u003cbr\u003e 2.1.7 Fire resistance and accidental damage\u003cbr\u003e 2.1.8 Capital and current energy requirements\u003cbr\u003e 2.1.9 Resistance to movement\u003cbr\u003e 2.1.10 Repair and maintenance\u003cbr\u003e 2.1.11 Ease of combination with other materials\u003cbr\u003e 2.1.12 Availability of materials and labour\u003cbr\u003e 2.1.13 Recyclability\u003cbr\u003e 2.2 Disadvantages\u003cbr\u003e 2.2.1 Lack of education in masonry\u003cbr\u003e 2.2.2 Increase in obstructed area over steel and reinforced concrete\u003cbr\u003e 2.2.3 Problems with some isolated details\u003cbr\u003e 2.2.4 Foundations\u003cbr\u003e 2.2.5 Large openings\u003cbr\u003e 2.2.6 Beams and slabs\u003cbr\u003e 2.2.7 Control joints\u003cbr\u003e 2.2.8 Health \u0026amp; safety considerations\u003cbr\u003e Chapter 3 Design philosophy\u003cbr\u003e 3.1 Strength of material\u003cbr\u003e 3.2 Exploitation of cross-section\u003cbr\u003e 3.3 Exploitation of essential building elements\u003cbr\u003e Chapter 4 Limit state design\u003cbr\u003e Chapter 5 Basis of design (1): vertical loading\u003cbr\u003e 5.1 Compressive strength of masonry\u003cbr\u003e 5.2 Characteristic strength and characteristic load\u003cbr\u003e 5.3 Partial safety factors for loads\u003cbr\u003e 5.4 Characteristic compressive strength of masonry\u003cbr\u003e 5.4.1 Brickwork\u003cbr\u003e 5.4.2 Blockwork\u003cbr\u003e 5.4.3 Natural stone masonry and random rubble masonry\u003cbr\u003e 5.4.4 Alternative construction techniques\u003cbr\u003e 5.5 Partial safety factors for material strength\u003cbr\u003e 5.5.1 Manufacturing control (BS 5628, clause 27.2.1)\u003cbr\u003e 5.5.2 Construction control\u003cbr\u003e 5.6 Slenderness ratio\u003cbr\u003e 5.7 Horizontal and vertical lateral supports\u003cbr\u003e 5.7.1 Methods of compliance: Walls – horizontal lateral supports\u003cbr\u003e 5.7.2 Methods of compliance: Walls – vertical lateral supports\u003cbr\u003e 5.8 Effective height or length: Walls\u003cbr\u003e 5.9 Effective thickness of walls\u003cbr\u003e 5.9.1 Solid walls\u003cbr\u003e 5.9.2 Cavity walls\u003cbr\u003e 5.10 Loadbearing capacity reduction factor\u003cbr\u003e 5.11 Design compressive strength of a wall\u003cbr\u003e 5.12 Columns\u003cbr\u003e 5.12.1 Slenderness ratio: Columns\u003cbr\u003e 5.12.2 Columns formed by openings\u003cbr\u003e 5.12.3 Design strength\u003cbr\u003e 5.12.4 Columns or walls or small plan area\u003cbr\u003e 5.13 Eccentric loading\u003cbr\u003e 5.14 Combined effect of slenderness and eccentricity of load\u003cbr\u003e 5.14.1 Walls\u003cbr\u003e 5.14.2 Columns\u003cbr\u003e 5.15 Concentrated loads\u003cbr\u003e Chapter 6 Basis of design (2): lateral loading – tensile and shear strength\u003cbr\u003e 6.1 Direct tensile stress\u003cbr\u003e 6.2 Characteristic flexural strength (tensile) of masonry\u003cbr\u003e 6.2.1 Orthogonal ration\u003cbr\u003e 6.3 Moments of resistance: General\u003cbr\u003e 6.3.1 Moments of resistance\u003cbr\u003e uncracked sections\u003cbr\u003e 6.3.2 Moments of resistance\u003cbr\u003e Cracked sections\u003cbr\u003e 6.4 Cavity Walls\u003cbr\u003e 6.4.1 Vertical twist ties\u003cbr\u003e 6.4.2 Double-triangle and wire butterfly ties\u003cbr\u003e 6.4.3 Selection of ties\u003cbr\u003e 6.4.4 Double-lead (collar-jointed) walls\u003cbr\u003e 6.4.5 Grouted cavity walls\u003cbr\u003e 6.4.6 Differing orthogonal ratios\u003cbr\u003e 6.5 Effective eccentricity method of design\u003cbr\u003e 6.6 Arch method of design\u003cbr\u003e 6.6.1 Vertical arching\u003cbr\u003e 6.6.2 Vertical arching: return walls\u003cbr\u003e 6.6.3 Horizontal arching\u003cbr\u003e 6.7 Free-standing walls\u003cbr\u003e 6.7.1 General\u003cbr\u003e 6.7.2 Design bending moments\u003cbr\u003e 6.7.3 Design moment of resistance\u003cbr\u003e 6.8 Retaining walls\u003cbr\u003e 6.9 Panel walls\u003cbr\u003e 6.9.1 Limiting dimensions\u003cbr\u003e 6.9.2 Design methods\u003cbr\u003e 6.9.3 Design bending moment\u003cbr\u003e 6.9.4 Design moments of resistance\u003cbr\u003e 6.9.5 Design of ties\u003cbr\u003e 6.10 Propped cantilever wall design\u003cbr\u003e 6.10.1 Geometric and other sections in shear\u003cbr\u003e 6.11 Eccentricity of loading in plane of wall\u003cbr\u003e 6.11.1 Design of walls loaded eccentrically in the plane of the wall\u003cbr\u003e 6.12 Walls subjected to shear forces\u003cbr\u003e 6.12.1 Characteristic and design shear strength\u003cbr\u003e 6.12.2 Resistance to shear\u003cbr\u003e Chapter 7 Strapping, propping and tying of loadbearing masonry\u003cbr\u003e 7.1 Structural action\u003cbr\u003e 7.2 Horizontal movement\u003cbr\u003e 7.3 Shear keying between wall and floors\u003cbr\u003e 7.4 Holding down roofs subject to upward forces\u003cbr\u003e 7.5 Areas of concern\u003cbr\u003e 7.6 Other factors influencing the details of connections\u003cbr\u003e 7.7 Illustrated examples of strapping and tying\u003cbr\u003e 7.8 Design examples: Straps and ties for a three-storey masonry building\u003cbr\u003e Chapter 8 Stability, accidental damage and progressive collapse \u003cbr\u003e8.1 Progressive collapse\u003cbr\u003e 8.2 Stability\u003cbr\u003e 8.3 Accidental forces (BS 5628, clause 20)\u003cbr\u003e 8.4 During construction\u003cbr\u003e 8.5 Extent of damage\u003cbr\u003e 8.6 Design for accidental damage\u003cbr\u003e 8.6.1 Partial safety factors\u003cbr\u003e 8.6.2 Methods (options) of checking\u003cbr\u003e 8.6.3 Loadbearing elements\u003cbr\u003e 8.6.4 Protected member\u003cbr\u003e 8.6.5 General notes\u003cbr\u003e Chapter 9 Structural elements and forms\u003cbr\u003e 9.1 Single-leaf walls\u003cbr\u003e 9.2 Double-leaf collar-jointed walls\u003cbr\u003e 9.3 Double-leaf cavity walls\u003cbr\u003e 9.4 Double-leaf grouted cavity walls\u003cbr\u003e 9.5 Faced walls\u003cbr\u003e 9.6 Veneered walls\u003cbr\u003e 9.7 Walls with improved section modulus\u003cbr\u003e 9.7.1 Chevron or zig-zag walls\u003cbr\u003e 9.7.2 Diaphragm walls\u003cbr\u003e 9.7.3 Mass filled diaphragms\u003cbr\u003e 9.7.4 Piered walls\u003cbr\u003e 9.7.5 Fin walls\u003cbr\u003e 9.8 Reinforced walls\u003cbr\u003e 9.9 Post-tensioned walls\u003cbr\u003e 9.10 Columns\u003cbr\u003e 9.11 Arches\u003cbr\u003e 9.12 Circular and elliptical tube construction\u003cbr\u003e 9.13 Composite construction\u003cbr\u003e 9.14 Horizontally reinforced masonry\u003cbr\u003e 9.15 Chimneys\u003cbr\u003e 9.16 Crosswall construction\u003cbr\u003e 9.17 Cellular construction\u003cbr\u003e 9.18 Column and plate floor construction\u003cbr\u003e 9.19 Combined forms of construction\u003cbr\u003e 9.20 Diaphragm wall and plate roof construction\u003cbr\u003e 9.21 Fin wall and plate roof construction\u003cbr\u003e 9.22 Miscellaneous wall and plate roof construction\u003cbr\u003e 9.23 Spine wall construction\u003cbr\u003e 9.24 Arch and buttressed construction\u003cbr\u003e 9.25 Compression tube construction\u003cbr\u003e Chapter 10 Design of masonry elements (1): Vertically loaded\u003cbr\u003e 10.1 Principle of design\u003cbr\u003e 10.2 Estimation of element size required\u003cbr\u003e 10.3 Sequence of design\u003cbr\u003e 10.4 Design of solid walls\u003cbr\u003e 10.5 Design of cavity walls\u003cbr\u003e 10.5.1 Ungrouted cavity walls\u003cbr\u003e 10.5.2 Grouted cavity walls\u003cbr\u003e 10.5.3 Double-leaf (or collar-jointed) walls\u003cbr\u003e 10.6 Design of walls with stiffening piers\u003cbr\u003e 10.7 Masonry columns\u003cbr\u003e 10.8 Diaphragm walls\u003cbr\u003e 10.9 Concentrated loads\u003cbr\u003e Chapter 11 Design of masonry elements (2): Combined bending and axial loading\u003cbr\u003e 11.1 Method of design\u003cbr\u003e Chapter 12 Design of single-storey buildings\u003cbr\u003e 12.1 Design considerations\u003cbr\u003e 12.2 Design procedure\u003cbr\u003e Chapter 13 Fin and diaphragm walls in tall single-storey buildings\u003cbr\u003e 13.1 Comparison of fin and diaphragm walls\u003cbr\u003e 13.2 Design and construction details\u003cbr\u003e 13.3 Architectural design and detailing\u003cbr\u003e 13.3.1 Services\u003cbr\u003e 13.3.2 Sound and thermal insulation\u003cbr\u003e 13.3.3 Damp proof courses and membranes\u003cbr\u003e 13.3.4 Cavity cleaning\u003cbr\u003e 13.4 Structural detailing\u003cbr\u003e 13.4.1 Foundations\u003cbr\u003e 13.4.2 Joints\u003cbr\u003e 13.4.3 Wall opening\u003cbr\u003e 13.4.4 Construction of capping beam\u003cbr\u003e 13.4.5 Temporary propping and scaffolding\u003cbr\u003e 13.5 Structural design: General\u003cbr\u003e 13.5.1 Design principles: Propped cantilever\u003cbr\u003e 13.5.2 Calculate design loadings\u003cbr\u003e 13.5.3 Consider levels of critical stresses\u003cbr\u003e 13.5.4 Design bending moments\u003cbr\u003e 13.5.5 Stability moment of resistance\u003cbr\u003e 13.5.6 Shear lag\u003cbr\u003e 13.5.7 Principal tensile stress\u003cbr\u003e 13.6 Design symbols: Fin and diaphragm walls\u003cbr\u003e 13.7 Fin walls: Structural design considerations\u003cbr\u003e 13.7.1 Interaction between leaves\u003cbr\u003e 13.7.2 Spacing of fins\u003cbr\u003e 13.7.3 Size of fins\u003cbr\u003e 13.7.4 Effective section and trial section\u003cbr\u003e 13.8 Example 1: fin wall\u003cbr\u003e 13.8.1 Design problem\u003cbr\u003e 13.8.2 Design approach\u003cbr\u003e 13.8.3 Characteristic loads\u003cbr\u003e 13.8.4 Design loads\u003cbr\u003e 13.8.5 Design cases (as shown in figure 13.42)\u003cbr\u003e 13.8.6 Deflection of roof wind girder\u003cbr\u003e 13.8.7 Effective flange width for T profile\u003cbr\u003e 13.8.8 Spacing of fins\u003cbr\u003e 13.8.9 Trial section\u003cbr\u003e 13.8.10 Consider propped cantilever action\u003cbr\u003e 13.8.11 Stability moment of resistance\u003cbr\u003e 13.8.12 Allowable flexural compressive stresses\u003cbr\u003e 13.8.13 Calculate MRs and compare with Mb\u003cbr\u003e 13.8.14 Bending moment diagrams\u003cbr\u003e 13.8.15 Consider stresses at level Mw\u003cbr\u003e 13.8.16 Design flexural stress at Mw levels\u003cbr\u003e 13.8.17 Consider fins and deflected roof prop\u003cbr\u003e 13.9 Diaphragm wall: Structural design considerations\u003cbr\u003e 13.9.1 Determination of rib centres, Br\u003cbr\u003e 13.9.2 Depth of diaphragm wall and properties of sections\u003cbr\u003e 13.9.3 Shear stress coefficient, K1\u003cbr\u003e 13.9.4 Trial section coefficients, K2 and Z\u003cbr\u003e 13.10 Example 2: Diaphragm wall\u003cbr\u003e 13.10.1 Design problem\u003cbr\u003e 13.10.2 Characteristic and design loads\u003cbr\u003e 13.10.3 Select trial section\u003cbr\u003e 13.10.4 Determine wind and moment MRs at base\u003cbr\u003e 13.10.5 Consider the stress at level Mw\u003cbr\u003e 13.10.6 Consider diaphragm with deflected roof prop\u003cbr\u003e 13.10.7 Calculate the shear stress\u003cbr\u003e 13.10.8 Stability of transverse shear walls\u003cbr\u003e 13.10.9 Summary\u003cbr\u003e 13.11 Other applications\u003cbr\u003e Chapter 14 Design of multi-storey structures\u003cbr\u003e 14.1 Structural forms\u003cbr\u003e 14.1.1 Stability\u003cbr\u003e 14.1.2 External walls\u003cbr\u003e 14.1.3 Provision for services\u003cbr\u003e 14.1.4 Movement joints\u003cbr\u003e 14.1.5 Vertical alignment of loadbearing walls\u003cbr\u003e 14.1.6 Foundations\u003cbr\u003e 14.1.7 Flexibility\u003cbr\u003e 14.1.8 Concrete roof slab\/loadbearing wall connections\u003cbr\u003e 14.1.9 Accidental damage\u003cbr\u003e 14.1.10 Choice of brick, block and mortar strengths\u003cbr\u003e 14.2 Crosswall construction\u003cbr\u003e 14.2.1 Stability\u003cbr\u003e 14.2.2 External cladding panel walls\u003cbr\u003e 14.2.3 Design for wind\u003cbr\u003e 14.2.4 Openings in walls\u003cbr\u003e 14.2.5 Typical applications\u003cbr\u003e 14.2.6 Elevational treatment of crosswall structures\u003cbr\u003e 14.2.7 Podiums\u003cbr\u003e 14.3 Spine construction\u003cbr\u003e 14.3.1 Lateral stability\u003cbr\u003e 14.3.2 Accidental damage\u003cbr\u003e 14.4 Cellular construction\u003cbr\u003e 14.4.1 Comparison with crosswall construction\u003cbr\u003e 14.4.2 Envelope (cladding) area\u003cbr\u003e 14.4.3 Robustness\u003cbr\u003e 14.4.4 Flexibility\u003cbr\u003e 14.4.5 Height of structure\u003cbr\u003e 14.4.6 Masonry stresses\u003cbr\u003e 14.4.7 Foundations\u003cbr\u003e 14.5 Column structures\u003cbr\u003e 14.5.1 Advantages\u003cbr\u003e 14.5.2 Cross-sectional shape\u003cbr\u003e 14.5.3 Size\u003cbr\u003e 14.6 Design procedure\u003cbr\u003e 14.7 Example 1: Hotel bedrooms, six floors\u003cbr\u003e 14.7.1 Characteristic loads\u003cbr\u003e 14.7.2 Design of internal crosswalls\u003cbr\u003e 14.7.3 Partial safety factor for material strength (table 4, BS 5628 – see table 5.11)\u003cbr\u003e 14.7.4 Choice of brick in the two design cases, at ground floor level\u003cbr\u003e 14.7.5 Choice of brick in the two design cases, at third flood level\u003cbr\u003e 14.7.6 Design of gable cavity walls to resist lateral loads due to wind\u003cbr\u003e 14.7.7 Uplift on roof\u003cbr\u003e 14.7.8 Design of wall\u003cbr\u003e 14.7.9 Calculation of design wall moment\u003cbr\u003e 14.7.10 Resistance moment of wall (figure 14.46)\u003cbr\u003e 14.7.11 Overall stability check\u003cbr\u003e 14.7.12 Eccentricity of loading\u003cbr\u003e 14.7.13 Accidental damage\u003cbr\u003e 14.8 Example 2: four-storey school building\u003cbr\u003e 14.8.1 Characteristic loads\u003cbr\u003e 14.8.2 Design of wall at ground floor level\u003cbr\u003e 14.9 Example 3: four-storey office block\u003cbr\u003e 14.9.1 Column structure for four-storey office block\u003cbr\u003e 14.9.2 Characteristic loads\u003cbr\u003e 14.9.3 Design of brick columns\u003cbr\u003e 14.9.4 Loading on column P\u003cbr\u003e Chapter 15 Reinforced and post tensioned masonry\u003cbr\u003e 15.1 General\u003cbr\u003e 15.1.1 Design theory\u003cbr\u003e 15.1.2 Comparison with concrete\u003cbr\u003e 15.1.3 Applications\u003cbr\u003e 15.1.4 Prestressing\u003cbr\u003e 15.1.5 Methods of reinforcing walls\u003cbr\u003e 15.1.6 Composite construction\u003cbr\u003e 15.1.7 Economics\u003cbr\u003e 15.1.8 Corrosion of reinforcement and prestressing steel\u003cbr\u003e 15.1.9 Cover to reinforcement and prestressing steel\u003cbr\u003e 15.1.10 Cover\u003cbr\u003e 15.2 Choice of system\u003cbr\u003e 15.3 Design of reinforced brickwork\u003cbr\u003e 15.3.1 Partial factors of safety\u003cbr\u003e 15.3.2 Strength of materials\u003cbr\u003e 15.3.3 Design for bending: reinforced masonry\u003cbr\u003e 15.3.4 Lateral stability of beams\u003cbr\u003e 15.3.5 Design formula for bending: moments of resistance for reinforced masonry\u003cbr\u003e 15.3.5.1 Walls with reinforcement concentrated locally, such as pocket type and similar walls\u003cbr\u003e 15.3.5.2 Locally reinforced hollow blockwork\u003cbr\u003e 15.3.6 Design formula: shear stress\u003cbr\u003e 15.3.7 Shear reinforcement\u003cbr\u003e 15.3.8 Design formula: local bond\u003cbr\u003e 15.3.9 Characteristic anchorage bond strength fb\u003cbr\u003e 15.3.10 Design for axial loading\u003cbr\u003e 15.4 Example 1: Design of reinforced brick beam\u003cbr\u003e 15.5 Example 2: Alternative design for reinforced brick beam\u003cbr\u003e 15.6 Example 3: Reinforced brick retaining wall\u003cbr\u003e 15.7 Example 4: Column design\u003cbr\u003e 15.8 Design for post-tensioned brickwork\u003cbr\u003e 15.8.1 General\u003cbr\u003e 15.8.2 Post-tensioned masonry: design for flexure\u003cbr\u003e 15.8.3 Design strengths\u003cbr\u003e 15.8.4 Steel stresses\u003cbr\u003e 15.8.5 Asymmetrical sections\u003cbr\u003e 15.8.6 Losses of post-tensioning force\u003cbr\u003e 15.8.7 Bearing stresses\u003cbr\u003e 15.8.8 Deflection\u003cbr\u003e 15.8.9 Partial safety factor on post-tensioning force\u003cbr\u003e 15.9 Example 5: High cavity wall with wind loading\u003cbr\u003e 15.9.1 Capacity reduction factor, b\u003cbr\u003e 15.9.2 Characteristic strengths\u003cbr\u003e 15.9.3 Design strengths (after losses)\u003cbr\u003e 15.9.4 Section modulus of wall\u003cbr\u003e 15.9.5 Design method\u003cbr\u003e 15.9.6 Calculation of required post-tensioning force\u003cbr\u003e 15.9.7 Consider compressive stresses: after losses\u003cbr\u003e 15.9.8 Consider compressive stresses: before losses\u003cbr\u003e 15.9.9 Design of post-tensioning rods\u003cbr\u003e 15.10 Example 6: Post-tensioned fin wall\u003cbr\u003e 15.10.1 Design procedure\u003cbr\u003e 15.10.2 Design post-tensioning force and eccentricity\u003cbr\u003e 15.10.3 Characteristic strengths\u003cbr\u003e 15.10.4 Loadings\u003cbr\u003e 15.10.5 Design bending moments\u003cbr\u003e 15.10.6 Theoretical flexural tensile stresses\u003cbr\u003e 15.10.7 Calculations of P and e\u003cbr\u003e 15.10.8 Spread of post-tensioning force\u003cbr\u003e 15.10.9 Characteristic post-tensioning force Pk\u003cbr\u003e 15.10.10 Capacity reduction factors, â\u003cbr\u003e 15.10.11 Check combined compressive stresses\u003cbr\u003e 15.10.12 Design flexural compressive strengths of wall: after losses\u003cbr\u003e 15.10.13 Check overall stability of wall\u003cbr\u003e 15.11 Example 7: Post-tensioned, brick diaphragm, retaining wall\u003cbr\u003e 15.11.1 Design procedure\u003cbr\u003e 15.11.2 Design loads\u003cbr\u003e 15.11.3 Trial section\u003cbr\u003e 15.11.4 Calculate theoretical flexural tensile stresses\u003cbr\u003e 15.11.5 Minimum required post-tensioning force based on bending stresses\u003cbr\u003e 15.11.6 Characteristic post-tensioning force Pk\u003cbr\u003e 15.11.7 Capacity reduction factors\u003cbr\u003e 15.11.8 Check combined compressive stresses\u003cbr\u003e 15.11.9 Check shear between leaf and cross-rib\u003cbr\u003e 15.11.10 Design of post-tensioning rods\u003cbr\u003e Chapter 16 Arches\u003cbr\u003e 16.1 General design\u003cbr\u003e 16.1.1 Linear arch\u003cbr\u003e 16.1.2 Trial sections\u003cbr\u003e 16.1.3 Mathematical analysis\u003cbr\u003e 16.2 Design procedures\u003cbr\u003e 16.3 Design examples\u003cbr\u003e 16.3.1 Example 1: Footbridge arch\u003cbr\u003e 16.3.2 Example 2: Segmental arch carrying traffic loading\u003cbr\u003e 16.3.3 Example 3: Repeat example 2 using a pointed arch\u003cbr\u003e Appendix 1 Materials\u003cbr\u003e Appendix 2 Components\u003cbr\u003e Appendix 3 Movement joints\u003cbr\u003e Appendix 4 Provision for services\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eSubject Areas: Civil engineering, surveying \u0026amp; building [\u003ca title=\"See our other books on Civil engineering, surveying \u0026amp; building\" href=\"https:\/\/freshlyprintedbooks.co.uk\/search?q=%22Civil%20engineering,%20surveying%20\u0026amp;%20building%20%5BTN%5D%22\"\u003eTN\u003c\/a\u003e]\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\u003c\/font\u003e","brand":"Wiley-Blackwell","offers":[{"title":"Brand New","offer_id":52460661211416,"sku":"9780632056125","price":122.99,"currency_code":"GBP","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0730\/2037\/5320\/files\/9780632056125.jpg?v=1785457198","url":"https:\/\/freshlyprintedbooks.co.uk\/products\/structural-masonry-designers-manual-hardback-9780632056125","provider":"Freshly Printed Books","version":"1.0","type":"link"}