CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 2 : PERMISSIBLE STRESS DESIGN OF SOLID TIMBER (FIRST REVISION)
This Part gives recommendations for the structural use of the Malaysian hardwood and
softwood timber species in load bearing members. It includes recommendations on quality,
grade stresses and modification factors applicable to these timber when used as simple
members, or as parts of built-up components, or as parts of structures incorporating other
materials. It does not, and it is not intended to deal comprehensively with all aspects of timber
construction. In particular it does not cover well tried and traditional methods of timber
construction which have been employed successfully over a long period of time.
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08/07/2019
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NSC 04 - Construction, Building, and Civil Engineering
