Structural Engineer's Eurocode Pocket Book (häftad)
Häftad (Paperback)
Antal sidor
3 Rev ed
Cards w, black and white 2 list of symbols printed & inserted into book 164 equations 149 Tables
213 black & white illustrations, 149 black & white tables
196 x 133 x 25 mm
521 g
Antal komponenter
Structural Engineer's Eurocode Pocket Book (häftad)

Structural Engineer's Eurocode Pocket Book


Häftad Engelska, 2012-05-20
Skickas inom 5-8 vardagar.
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Now in its third edition, the Structural Engineer's Pocket Book remains a comprehensive pocket reference guide for professional and student structural engineers, particularly those taking the IStructE Part 3 exam. The combination of tables, data, facts, formulae and rules of thumb make it an invaluable aid in scheme design for structural engineers in the office, in transit or on site. By bringing together data from many different sources, this pocket book is a compact source of job-simplifying information at an affordable price. It acts as a reliable first point of reference and saves valuable time otherwise spent trying to track down information that is needed on a daily basis. Concise and precise, this third edition is updated to reflect the industry changeover to the Eurocodes which are used and referenced throughout. Chapters cover all the main structural materials as well as providing basic design data and information on environmental sustainability.
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"The book, in its previous editions, has been an essential companion of practising engineers, as well as of students of structural design. The new edition fills a great need to provide the essential data for anyone who may be required to use Eurocodes. This applies to practising engineers as well as undergraduate and postgraduate students of structural design." -Kuldeep S Virdi, Professor Emeritus, City University, London

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Övrig information

Fiona Cobb is a Consulting Engineer with Price & Myers in the UK. She was awarded the ACE Young Consultant of the Year in 2007.


General Information Metric system Typical metric units for UK structural engineering Imperial units Conversion factors Measurement of angles Construction documentation and procurement Drawing conventions Common arrangement of work sections Summary of association of consulting engineers conditions of engagement Statutory Authorities and Permissions Planning Building regulations and standards Scotland Northern Ireland Technical booklets Listed buildings Conservation areas Tree preservation orders Archaeology and ancient monuments Party Wall etc. Act Construction design & management Building information modelling Design Data Design data checklist Structural form Structural movement joints Fire resistance periods for structural elements Typical building tolerances Historical use of building materials Selection of materials Selection of floor construction Transportation Temporary/auxiliary works toolkit Soldiers Slimshor compression capacity Slimshor moment capacity Ladder beams Unit beams Basic and Shortcut Tools for Structural Analysis Load factors and limit states Geometric section properties Parallel axis theorem Composite sections Material properties Coefficients of linear thermal expansion Coefficients of friction Sign Conventions Beam bending theory Beam bending and deflection formulae Clapeyron's equations of three moments Continuous beam bending formulae Struts Euler Rigid frames under lateral loads Plates Torsion Taut wires, cables and chains Vibration Eurocodes Eurocode background Eurocodes and European public procurement rules Limit state philosophy and Eurocode partial safety factors Design values of actions-partial load factor combinations Combination factors Summary of combined factors: Persistent situations Comparison of BS and Eurocode partial load factors Design life Actions on Structures Permanent actions Variable actions: Imposed floor loads Typical unit floor and roof loadings Typical 'all up' loads Variable actions: Wind loading Variable actions: Horizontal barrier loads Minimum barrier heights Eurocode combinations of actions for serviceability limit states Typical deflection limits Stability, robustness and disproportionate collapse Stability Robustness, accidental damage and disproportionate collapse Disproportionate collapse requirements with British Standard clause References Reinforced Concrete Summary of material properties Concrete mixes Reinforcement Durability and fire resistance concrete durability Preliminary sizing of concrete elements Reinforced concrete design to BS EN 1992 Punching shear Reinforced concrete column design charts Reinforcement bar bending to BS 8666 Summary of differences with BS BS 8110: Concrete strength Reinforcement Estimates Structural Steel Types of steel products Mild steel section sizes and tolerances Hot rolled section tables Member axes and dimension notation Slenderness Effective length Elastic properties of stainless-steel alloys for design Durability and fire resistances Fire resistance Stainless-Steel design to BS EN 1993-1 Steel design to BS 449 Composite Steel and Concrete Composite flooring elements Summary of material properties Preliminary sizing of composite elements Preliminary sizing Approximate limits on holes in rolled steel beams Timber and Plywood Timber products Summary of material properties Sizes and processing of timber Timber section sizes Laminated timber products Durability and fire resistance Preliminary sizing of timber elements Timber design to BS EN 1995 Modification factors Deflections Timber joints Summary of differences with BS 5268: Structural timber Masonry Summary of material properties Geometry and arrangement brick and block sizes Durability and fire resistance Preliminary sizing of masonry elements Geotechnics Selection of foundations and retaining walls Site investigation Soil classification Typical soil properties Drained conditions, phi' i Undrained conditions, phiu = Preliminary sizing Quick estimate design methods for shallo