By E. C. Ozelton, J. A. Baird
ISBN-10: 1405146710
ISBN-13: 9781405146715
This significant reference guide covers either total and aspect layout of structural bushes, together with features akin to shear deflection, creep, dynamic and lateral balance issues for flexural members.
It has been considerably revised to take account of adjustments because the final version, approximately two decades in the past, and to incorporate the most recent revision of British common BS 5268-2 : 2002, which has introduced layout options towards ecu perform and Eurocode 5.
New gains of the 3rd version include:* revised details on bolt values together with a attention of superior functionality utilizing 8.8 grade bolts* new chapters on composite sections and Eurocode five on structural trees* new advancements in fabrics and items* horizontal roof and ground diaphragms* vertical shear walls
The guide keeps to supply wide tables and coefficients that may store the practicing engineer many layout hours. it's going to even be of curiosity as a reference for civil engineering undergraduates and to bushes brands. while the layout examples within the ebook are in response to BS 5268, a wide a part of the content material can have overseas allure, no matter what code or typical is being used.
From experiences of the final edition
"the whole layout guide ... a 'must'"
–Timber Trades Journal
"the handbook keeps its confirmed place as an authoritative reference and in supplying quite a few time saving layout aids."
–Institute of wooden technology Journal
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Extra info for Timber Designers' Manual
Example text
1 Specifying timber Specifying for structural uses The following five aspects should be considered in the specification for structural timber: 1. 4) or the strength grade and species (abbreviations for various species and species groups are given in BS 4978 for softwoods and in BS 5756 for hardwoods). 2. 3). g. 5). 3. Length in increments of 300 mm for loose timbers sent to site for cutting and fitting or the actual lengths required where these are given on relevant drawings or schedules. 4. e.
For example, for domestic flooring a P5 or P7 grade particleboard should be 18/19 mm thickness where the supporting joists are spaced at 450 mm centres. 4 Particleboard Particleboard is defined as a panel material manufactured under pressure and heat from particles of wood (wood flakes, chips, shavings, saw dust, wafers, strands and similar) and/or other lignocellulosic material in particle form (flax shives, hemp shives, bagasse fragments and similar) with the addition of an adhesive. Wood chipboard is a particular derivative of this family, being made from small particles and a binder.
Adhesive joints are relatively weak perpendicular to the glue face, so the conditions shown in Fig. 4(b) should be avoided. One method is to select the orientation of the pieces so that, on cupping, they ‘nest’ into each other (Fig. 4(c)). This may not be practicable in large-scale manufacturing, particularly if the pieces have been end jointed for there is then every likelihood of reversal of the orientation within the length of one piece. A limitation is usually placed on the moisture content so that the maximum differ- The Materials Used in Timber Engineering 19 Fig.
Timber Designers' Manual by E. C. Ozelton, J. A. Baird
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