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.
