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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER: PART 12: LAMINATED VENEER LUMBER FOR STRUCTURAL APPLICATION
MS 544 : PART 12:2006 (CONFIRMED:2020)
Status : 1st Confirmation
Format : PDF

This Malaysian Standard applies to Laminated Veneer Lumber (LVL) products engineered for use in structural applications in which the primary loading is in either the edgewise or endwise direction [(Fi ....Read more gures 1a) and 1b)] such as rafters, headers, beams, joists, studs and columns. Secondary gluing shall be permitted for edgewise bending application. Use of scaffold planks or secondary end-jointing is beyond the scope of this standard.

Structural Laminated Veneer Lumber (SLVL) to be used in this standard shall be manufactured in accordance with MS 544 and shall meet all requirements of the standard. Structural Laminated Veneer Lumber is a product intended for use in dry service condition, Service class I or II, where the moisture content is not more than 20 %. Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER: PART 10: PRESERVATIVE TREATMENT OF STRUCTURAL TIMBER
MS 544 : PART 10 : 2003 (CONFIRMED:2024)
Status : 1st Confirmation
Format : PDF

This Malaysian Standard gives recommendations for preservative treatment of timbers to be used for structural purposes in Malaysia to protect them from degradation by wood-destroying organisms. It doe ....Read more s not cover the remedial treatment of existing timber in old buildings. It does not deal with the protection of timber against fire, nor with preserving the appearance of timber against weathering or staining.

NOTE. All wood preservatives used in Malaysia have to be registered with Pesticides Board Malaysia under the Pesticides Act 1974 Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 5 : TIMBER JOINTS
MS 544 : PART 5 : 2001
Status : Withdrawn
Format : PDF

This part applies to joints in solid timber fabricated with mechanical fasteners described by Malaysian Standard. These include joints fabricated with the following mechanical fasteners:

....Read more a) nails;
b) wood screws;
c) bolts;
d) coach screws;
e) split-ring connectors; and
f) shear-plate connectors.

NOTES:
1. Design rules for specialised and patented mechanical fasteners and for variants of conventional fasteners are not included in this code.
2. This Standard doe.s not specifically cover glued timber-to-timber or timber-to plywood connections as occurred in fabricated components such as stressed skin panels or plywood webbed beams. In such cases, joint design can be based on the timber components in the connection, provided that the joint is fabricated using a rigid, durable adhesive. Phenolic type adhesives meet these requirements. The design of fabricated components comprising glued connections is therefore based on the fact that with correct bonding practice and quality control, a joint is developed
in which the adhesive bond strength and durability will be superior to the components comprising the joint. Reference may be made to AS 1720.1: 1988, Appendix D2 for information on methods for assessing the deformation of joints. Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 4 : TIMBER PANEL PRODUCTS : SECTION 2 : MARINE PLYWOOD
MS 544 : PART 4 : SECTION 2 : 2001 (CONFIRMED:2024)
Status : 1st Confirmation
Format : PDF

This section gives recommendations for the use of sanded and unsanded Marine Plywood, in balanced construction, manufactured in accordance with The Standard Product Manual for the Production of Malays ....Read more ian Basic Structural Grade (MBSG) Rated Plywood, Timber Technology Bulletin, No: 1, August 1995 by Forest Research Institute Malaysia, (FRIM) with special restriction on the species that are allowed to be used in the lay-up. These plywoods are designated as MBSG-Marine.

This section applies only to plywoods that are to be used in severe wetting conditions (open deck, jetty, etc) in buildings or civil construction works but not meant for shipbuilding, where direct and prolong contact with sea and fresh water is involved. This section is suitable for parts of marine craft such as decking, cabins and other similar parts. Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 11 : RECOMMENDED SPAN TABLES AND THEIR CALCULATIONS : SECTION 2 : CEILING JOISTS
MS 544 : PART 11 : SECTION 2 : 2001 (CONFIRMED:2020)
Status : 1st Confirmation
Format : PDF

This Section of MS 544 : Part 11 recommends a calculation basis for permissible clear span for ceiling joists with access at a maximum spacing of 610 mm centre-to-centre. It does not cater for the des ....Read more ign of the ties of trussed rafters, whether prefabricated or otherwise. The uniform and concentrated loads recommended in Uniform Building By-Law (UBBL) : 1984 are considered.

This Section of MS 544 : Part 11 is applicable to the species, strength groups and grades of timber given in MS 544 : Part 2 for both single and continuous span ceiling joists as shown in Figure 1. Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER: PART 4 : TIMBER PANEL PRODUCTS: SECTION 1 : STRUCTURAL PLYWOOD
MS 544 : PART 4 : SECTION 1 : 2001 (CONFIRMED:2024)
Status : 1st Confirmation
Format : PDF

This section gives recommendations for the use of sanded and unsanded structural plywoods, in balanced construction, manufactured in accordance with The Standard Product Manual for the Production of M ....Read more alaysian Basic Structural Grade (MBSG) Rated Plywood, Timber Technology Bulletin, No.1, August 1995, Forest Research Institute Malaysia (FRIM). When plywoods are intended for structural use, only plywoods that are MBSG rated or equivalent to MBSG rated or better than MBSG rated shall be specified. Reference should also be made to the panel grade and the surface finish, i.e. Sanded or Unsanded. Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 11 : RECOMMENDED SPAN TABLES AND THEIR CALCULATIONS : SECTION 1 : DOMESTIC FLOOR JOISTS
MS 544 : PART 11 : SECTION 1 : 2001 (CONFIRMED:2024)
Status : 1st Confirmation
Format : PDF

This Section of MS 544 : Part 11 recommends a calculation basis for the permissible clear span for simply supported domestic floor joists of solid timber. The recommendations apply to joists at a maxi ....Read more mum spacing of 610 mm centre-to-centre, this being the maximum spacing of which the `load-sharing' assumption may be adopted as described in MS 544 : Part 2. The method of calculation makes no allowance for any contribution of the flooring to the load resistance of the joists where such action can be provided by adequate attachments between the elements as in a stressed skin panel floor. Only uniform loading is considered whereas concentrated or line loads applied by partition, trimmers and other similar causes are
excluded.

This Section of MS 544 : Part 11 is applicable to the species, strength and grades of timber given in MS 544 : Part 2. Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 9 : FIRE RESISTANCE OF TIMBER STRUCTURES: SECTION 1 : METHOD OF CALCULATING FIRE RESISTANCE OF TIMBER MEMBERS
MS 544 : PART 9 : SECTION 1 : 2001
Status : Withdrawal with replacement
Format : PDF

This Section of MS 544 : Part 9 gives recommendations for assessing the fire resistance of solid or glued laminated structural timber members and their joints as an alternative to testing in accordanc ....Read more e with BS 476 : Part 20. Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 4 : TIMBER PANEL PRODUCTS : SECTION 3 : CEMENT BONDED PARTICLEBOARD (CBP)
MS 544 : PART 4 : SECTION 3 : 2001 (CONFIRMED:2020)
Status : 1st Confirmation
Format : PDF

1.1 This section specifies the characteristics of compressed CBP and recommends the
appropriate application of this product for construction purposes.
1.2 CBP complying with the requirem ....Read more ents of this standard would be adopted as material
for internal and external application as recommended. Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 1 : GENERAL (FIRST REVISION)
MS 544 : PART 1 : 2001
Status : Withdrawn
Format : PDF

This Part of Malaysian Standard MS 544 provides guidance on the structural use of timber, glued laminated timber and timber-based products, in load bearing members. It includes recommendations on qual ....Read more ity, grade stresses and modification factors applicable to these materials when use as simple members, or as parts of built-up components, or as parts of structures in incorporating other materials. It also gives recommendations for the design of nailed, screwed, bolted, connectored and glued joints. In addition, it provides recommendations for a method of test to assess the adequacy of structural assemblies, and it includes general advice on workmanship, various treatments which can be applied, inspection and maintenance.
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. Close

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