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FRESH, CHILLED AND FROZEN LAMB, MUTTON AND GOAT MEAT - SPECIFICATION (FIRST REVISION)
MS 548:2010
Status : 1st Revision
Format : PDF

This Malaysian Standard specifies requirements for classification, conditions for chilling,
freezing and storage, and packaging of fresh, chilled and frozen Iamb, mutton and goat meat.

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Fresh, chilled and frozen pork - Specification (First revision)
MS 547:2014
Status : 1st Revision
Format : PDF

This Malaysian Standard specifies types, classes, grades and requirements for fresh, chilled
and frozen pork carcasses and cuts.

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RECOMMENDED NOMENCLATURE FOR MALAYSIAN VEGETABLES (FIRST REVISION)
MS 546:1994
Status : 1st Revision
Format : PDF

1.1 This Malaysian Standard (1st list) gives the botanical nomenclature, common names
and other names for species of commonly used vegetables in Malaysia.
1.2 The compilation of names pres ....Read more ented is intended as a preliminary list. Close

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FRESH, CHILLED AND FROZEN BEEF – SPECIFICATION (FIRST REVISION)
MS 545:2007
Status : 1st Revision
Format : PDF

This Malaysian Standard prescribes the requirements, classification, types of cuts, grading,
conditions for chilling, freezing and storage for fresh, chilled and frozen beef carcasses and
....Read more cuts. Close

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SPECIFICATION FOR FRESH, CHILLED AND FROZEN BEEF
MS 545:1978
Status : Original
Format : PDF

This Malaysian Standard Specification prescribes muscular, external and interior fats
the requirements for fresh, chilled and frozen beef
carcasses and cuts.

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER: PART 3 : PERMISSIBLE STRESS DESIGN OF GLUED LAMINATED TIMBER
MS 544 : PART 3:2001
Status : Withdrawn
Format : PDF

Glued laminated timber (glulam) should be manufactured in accordance with MS 758 : 2001 and Clause 4. All timber used for laminated members should be strength graded in accordance with BS 5756 or equi ....Read more valent Malaysian Standard.

NOTES:
1. The stresses given in this part of MS 544 apply only to timber graded in accordance with BS 5756 with respect to structural tropical hardwoods. Because this standard is primarily for solid structural timber, manufacturers of glued laminated timber may need to specify overriding requirements for wane, fissures and distortion. In deriving the recommended stress for timber, estimates of 5 % lower exclusion values of the strength and stiffness were used. Furthermore, the modulus of elasticity values no longer included element due to shear.
2. Grade and species for glulam that satisfy the requirement for strength classes are given in Table 1. Glulam strength properties may be determined from the strength class properties given in Table 2. Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 6 : WORKMANSHIP, INSPECTION AND MAINTENANCE (FIRST REVISION)
MS 544 : PART 6 :2001 (CONFIRMED:2020)
Status : 1st Confirmation
Format : PDF

This part gives recommendations for the preparation, fabrication, inspection, storage,
handling and maintenance of materials and components. The recommendations given in this part are necessary ....Read more conditions for applicability of the permissible stresses and loads given elsewhere in MS 544. Materials should be applied, used and fixed in such a way as to perform adequately the functions for which they are designed.
Workmanship in fabrication, preparation and installation of materials should conform in all respects to accepted good practice.

There should be adequate supervision throughout the preparation and construction of the structure to ensure that it conforms to the principles and practical considerations of the design. Members which are damaged, crushed or split beyond the limits permitted for similar defects in the grading should be rejected or repaired to the satisfaction of the designers and approving authority. For wood particleboard, cement bonded particleboard and high density fibreboard, in addition to the recommendations given in this part, all the recommendations of BS 5669 should be followed. The clauses in this part apply to all assemblies other than those of glued laminated members which are dealt with in MS 758, BS 4169 and MS 544 : Part 3. Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 4 : TIMBER PANEL PRODUCTS : SECTION 4 : ORIENTED STRAND BOARD (OSB)
MS 544 : PART 4 : SECTION 4 : 2001 (CONFIRMED:2020)
Status : 1st Confirmation
Format : PDF

This Section gives recommendations for the use of Oriented Strand Board (OSB) in
construction. The panels in conformance to this Section are intended for use as floor and wall
sheathings ....Read more in light framing construction. However, uses are not limited to these applications.
Other possible uses may include temporary formworks for concrete and furniture frames.
The strength values listed in Tables 5, 6 and 7 in this Section relate to product strength
properties but they are not design values to be used directly in engineering calculations
without proper reduction factors. These reduction factors take into account the variability of
strength of manufactured panels and also load duration. Since the production of OSB in this
country is still new, the reduction factor that relates to the manufacturing variation cannot be
determined. However, laboratory scale experiment had been conducted to make the
derivation of the allowable spans for OSB panels possible. Therefore, for the purpose of floor
design, the allowable span values given herein should be used Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 11 : RECOMMENDED SPAN TABLES AND THEIR CALCULATIONS : SECTION 3 : CEILING BINDERS
MS 544 : PART 11 :SECTION 3 : 2001 (CONFIRMED:2020)
Status : 1st Confirmation
Format : PDF

This Section of MS 544 : Part 11 recommends a calculation basis for the permissible clear span of ceiling binders used in traditional pitched roof construction, i.e. not including trussed roofs. The m ....Read more ethod of calculation is for single span ceiling binders formed from solid timber and supported at each end by external or internal walls. The space above the ceiling binders is assumed to be accessible, thus both uniform loads and a single concentrated load are considered. A typical example of roof construction is given in Figure 1. This Section of MS 544 : Part 11 is applicable to the species, strength groups and grades of timber given in MS 544 : Part 2 Close

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CODE OF PRACTICE FOR STRUCTURAL USE OF TIMBER : PART 2 : PERMISSIBLE STRESS DESIGN OF SOLID TIMBER (FIRST REVISION)
MS 544: PART 2: 2001
Status : 1st Revision
Format : PDF

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 ....Read more 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. Close

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