Introduction to relevant Eurocodes. Eurocode 0 Basis of structural design EC0. Terms and definitions EC0, 1. Basic Requirements EC0, 2. Reliability Management EC0, 2. Quality Management EC0, 2. Principles of limit state design General EC0, 3. Design Situations EC0, 3.
Ultimate limit states EC0, 3. Serviceability limit states EC0, 3. Limit state design EC0, 3. Classification of actions EC0, 4.
Productspecificaties
Characteristic values of actions EC0, 4. Other representative values of variable actions EC0, 4. Material and product properties EC0, 4. Structural analysis EC0, 5. Structural analysis requirements for timber and wood based. Verification by the partial factor method - General EC0, 6. Design values of actions EC0, 6. Design values of the effects of actions EC0, 6. Design values of material or product properties EC0, 6.
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Factors applied to a Design strength at the ULS. Design values of geometrical data EC0, 6. Design resistance EC0, 6. Ultimate limit states EC0, 6. Serviceability limit states General EC0, 6.
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Design of timber structures Part General Common rules and rules for buildings EC5. Serviceability limit states EC5, 2. Load duration and moisture content influences on strength EC5, 2. Load-duration and moisture influences on deformations EC5, 2. Stress-Strain relations EC5, 3. Size and stress distribution effects EC5, 3. System Strength EC5, 6. Using Mathcad for Design Calculations. What does Mathcad do? A simple calculation [2]. Definitions and variables [2].
Structural Timber Design to Eurocode 5
Working with units [2]. Commonly used Mathcad functions. Maximum and minimum values. Design of members subjected to flexure.
Structural Timber Design to Eurocode 5
Design value of the effect of actions. Bending where the relative slenderness ratio for bending about the major axis is 0. Bending of notched members. Shear stress with a stress component parallel to the grain. Shear stress with both stress components perpendicular to the grain rolling shear. Bearing Compression perpendicular to the grain.
Bearing stress when the member is resting on supports. Bearing stress when the member is resting on a continuous support. Combined shear and torsion. Deformation due to bending and shear. Deformation due to compression over supports. Footstep Footfall induced vibrations. Looks like you are currently in Russia but have requested a page in the United States site.
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Structural Timber Design to Eurocode 5 provides practising engineers and specialist contractors with comprehensive, detailed information and in-depth guidance on the design of timber structures based on the common rules and rules for buildings in Eurocode 5 — Part It will also be of interest to undergraduate and postgraduate students of civil and structural engineering. It provides a step-by-step approach to the design of all of the commonly used timber elements and connections using solid timber, glued laminated timber or wood based structural products, and incorporates the requirements of the UK National Annex.
Featuring numerous detailed worked examples, the second edition has been thoroughly updated and includes information on the consequences of amendments and revisions to EC5 published since the first edition, and the significant additional requirements of BSI non contradictory, complimentary information document PD relating to EC5. It features numerous detailed worked examples, and incorporates the requirements of the UK National Annex.
The Authors Jack Porteous is a consulting engineer specialising in timber engineering. He is a visiting scholar and lecturer in timber engineering at Napier University. He is a Chartered Engineer, Member of the Institution of Structural Engineers and Fellow of the Institute of Wood Science with over 20 years' experience in civil and structural engineering research, teaching and practice.
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The authors have led several research and development programmes on the structural use of timber and its reconstituted products. Their research work in timber engineering is internationally recognised and published widely. Baird Paperback 5 Cover design by Garth Stewart. Toon meer Toon minder. Overige kenmerken Extra groot lettertype Nee.