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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 : Original
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
....Read more in accordance 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Status : Withdrawn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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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 7 : TESTING (FIRST REVISION)
MS 544 : PART 7 : 2001 (CONFIRMED:2024)
Status : 1st Confirmation
Format : PDF

This part gives recommendations for load testing, although in the normal course of events, structures or parts of structures designed in accordance with this standard are not required to be tested. Lo ....Read more ad testing is, however, an equally acceptable alternative to calculations, and in certain cases can be a more positive method of establishing the structural adequacy of a particular design.

The methods of testing given in this part are for structures fabricated partly or wholly from timber, glued laminated timber and other timber based products. They are not appropriate to the testing of individual pieces of timber, joints or structural models.

Testing may be necessary in circumstances which include:

a) where a structure or part of a structure is not amenable to calculation, or where
calculation is deemed impracticable;
b) where materials or design methods are used other than those of the relevant specification
or code of practice;
c) where there is doubt or disagreement as to whether the structure or some part of it conforms to design rules, or as to whether the quality of the materials is of the required standard; and
d) where a routine check of a mass-produced structure or part of a structure is required by prior agreement between the client and the manufacturer.
Wherever possible, more than one structure of the same design should be tested to enable an assessment to be made of the likely variability in performance. All structures should be tested in accordance with 6.2, 6.3 and 6.4 of this Part if required. Close

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SPECIFICATION FOR THE PRODUCTION OF VEGETABLE SEEDS (FIRST REVISION)
MS 543 : 2001
Status : Withdrawal with replacement
Format : PDF

1.1 This Malaysian Standard specifies the quality requirements and guidance for the production of conventional and hybrid vegetable seeds. The vegetable seed referred to shall be the seed of a vegetab ....Read more le variety multiplied according to the method specified in this standard.

1.2 This Malaysian Standard only specifies the vegetable variety that can be cultivated locally. Close

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Production of vegetable seeds - Requirements (Second revision)
MS 543:2018
Status : 2nd Revision
Format : PDF

This Malaysian Standard establishes requirements for commercial production of open
pollinated and hybrid vegetable seeds of seven families; Cucurbitaceae, Fabaceae (syn
Leguminosae), Solan ....Read more aceae, Brassicaceae (syn Cruciferae), Malvaceae, Amaranthaceae and
Convolvulaceae, commonly produced in Malaysia. Close

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Test method for penetration of bituminous materials (Second revision)
MS 541:2012
Status : 2nd Revision
Format : PDF

1.1 This test method covers determination of the penetration
of semi-solid and solid bituminous materials.
1.2 The needles, containers and other conditions described
in this test met ....Read more hod provide for the determinations of penetrations
up to 500.
NOTE 1—For guidance in preparing and testing emulsion residue
specimens for this test method, please refer to Section 35 of Test Method
D244.
1.3 The values stated in SI units are to be considered
standard.
1.4 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appropriate
safety and health practices and determine the applicability
of regulatory limitations prior to use. Close

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METHOD OF TEST FOR LEAD IN GASOLINE, GRAVIMETRIC METHOD
MS 540:1978
Status : Original
Format : PDF

This method covers the gravimetric determination
of the total lead content of gasoline and other volatile
distillates blended with lead alkyls (tetraethyllead, tetramethyllead,
dimet ....Read more hyldiethyllead, methyltriethyllead,
or mixtures thereof) within the concentration range of
0.05 g to 1.3 g lead/litre. Close

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Standard practice for sampling bituminous materials (Second revision)
MS 539:2013
Status : Original
Format : PDF

1.1 This practice applies to the sampling of bituminous
materials at points of manufacture, storage, or delivery.
1.2 The values stated in either SI units or inch-pound units
are to ....Read more be regarded separately as standard. The values stated in
each system may not be exact equivalents; therefore, each
system shall be used independently of the other. Combining
values from the two systems may result in non-conformance
with the standard.
1.3 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appropriate
safety and health practices and determine the applicability
of regulatory limitations prior to use. Close

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