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Timber structures. Testing of joints made with mechanical fasteners. Requirements for wood density.
This International Standard lays down general principles for the determination of the strength and deformation (slip) charac-teristics of joints made with mechanical fasteners.
Timber structures. Joints made with mechanical fasteners. General principles for the determination of strength and deformation characteristics
The standard contains general principles for the determination of the strength and deformation (slip) characteristics of joints made with mechanical fasteners. It is applicable to joint used in statically loaded timber structures.
Timber structures; joints made with mechanical fasteners; general principles for the determination of strength and deformation characteristics (ISO 6891:1983); german version EN 26891:1991
Énonce les critères de calcul et d'évaluation des charpentes et des éléments de charpente en bois ou en matériaux fabriqués à partir du bois, y compris le bois de charpente classifié, le bois lamellé-collé, le contreplaqué non poncé, les éléments de charpente composites, les murs de refend et les voiles, les pilots, la construction à poteaux et les attaches structurales, ainsi que les fondations en bois traité conçues selon la méthode de calcul aux états limites.
Calculation rules for the limit states of wooden frames
Pin beam timber frames, Type 15 -6, Specification
Pin beam timber frame type 30 - 6, Specification
Настоящий стандарт распространяется на деревянные детали и изделия для малоэтажных жилых иобщественных зданий
Wood details and articles for one-two storey dwelling and public buildings. Specifications
Recommendations for treatment of timbers for use in the United Kingdom to protect them from degradation by wood-destroying organisms. Does not cover the remedial treatment of existing timber in old buildings, protection against fire, or preserving appearance against weathering or staining.
Structural use of timber - Code of practice for the preservative treatment of structural timber
Two methods for the selection of the density of wood for specimens to be used in determining strength and stiffness properties are specified, which are equally applicable. It is assumed that the wood density is normally distributed with a coefficient of variation of about 0.15 and that the density is only one of the properties influencing the strength of a joint. The other relevant properties, e.g. growth ring size and slope of grain, are not included.
Timber structures; testing of joints made with mechanical fasteners; requirements for wood density
One-layer wooden floor panels. Technical requirements
Supplement No. 1 to standards CAN3-O86.1-M84 Rules for calculating the admissible stresses of wooden frames and CAN3-O86.1-M84 Rules for calculating the limit states of wooden frames
Настоящий стандарт распространяется на балки из цельной и клееной древесины, предназначенные для устройства чердачных, междуэтажных и цо
Wooden joists. Specifications
Stipule les exigences de calcul et les critères d'évaluation des charpentes et éléments de charpente en bois ou en matériaux fabriqués à partir du bois, y compris le bois de charpente classifié, le bois lamellé-collé, le contreplaqué non poncé en sapin de Douglas, les pilotis, les poteaux et les attaches principales, ainsi que les fondations en bois traité conçues selon la méthode de calcul aux états limites.
Calculation rules for the limit states of wooden frames
Stipule les exigences de calcul et les critères d'évaluation des charpentes et éléments de charpente en bois ou en matériaux fabriqués à partir du bois, y compris le bois de charpente classifié, le bois lamellé-collé, le contreplaqué en sapin de Douglas, les pilotis, les poteaux, les attaches principales et les fondations en bois traité.
Rules for calculating admissible stresses for wooden frames
Commentary on CSA Standards CAN3-O86.1-M84 - Engineering Design in Wood (Limit States Design)
Настоящий стандарт распространяется на деревянные щиты перекрытий, изготовляемые в заводских условиях и предназначенные для применения,
Wooden plank panels for the factory-made timber frame houses
Tolerances for building; building components of timber and wood based panel products
Wooden laminated structures. General specifications
Applies to joints made with mechanical fasteners used in statically loaded timber structures. Covers the conditioning of test specimens and explains the apparatus to be used for measuring the geometry of the test specimens, their moisture content and other characteristics. Details the loading procedure and specifies the details to be included in the test report.
Timber structures; Joints made with mechanical fasteners; General principles for the determination of strength and deformation characteristics
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