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Paint and coating system for naval vessels
MS 2628:2017
Status : Original
Format : PDF

specifications and colour code for use on naval vessels and naval offshore stations.
1.1 The field of application is characterized by:
a) The type of substrate and surface preparation;
....Read more /> b) The type of location;
c) The type of application for protective paint and coating system; and
d) Although this standard only covers the paint and coating system specifications for naval vessel and naval offshore station, it may by agreement also be applied to those cases which are not covered by the standard.
1.2 The paint and coating system specification includes the protection against wear or corrosive attack, and also enhances its appearance at the following locations:
a) Complete immersion (underwater area);
b) Splash zone (boot topping);
c) Upper hull (top sides) and super structures;
d) Decks;
e) Tanks and cargo spaces;
f) Interiors;
g) High heat and fire exposure areas; and
h) Other special fittings and areas. Close

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Assessment service delivery — Procedures and methods to assess people in work and organizational settings - Part 2: Requirements for service providers (ISO 10667-2:2011, IDT)
MS ISO 10667-2:2017
Status : Original
Format : PDF

This part of MS ISO 10667 establishes requirements and guidance for the client working with the service provider to carry out the assessment of an individual, a group, or an organization for work-rela ....Read more ted purposes. This part of MS ISO 10667 enables the client to base its decisions on sound assessment results.
This part of MS ISO 10667 specifies the requirements of the client with respect to:
a) the needs and rationale for using assessments;
b) the conditions under which the assessment will be used;
c) the decisions about the assessment approach together with the implementation and evaluation of assessment procedures and methods;
d) the required competence and professionalism of the client’s employees who are involved in the assessment process;
e) the decisions about the access, use, and storage of assessment results and subsequent reports;
f) organizational-related decisions, e.g. training, team building, ascertaining organizational culture or morale.
This part of MS ISO 10667 also specifies assessment methods and procedures that can be carried out for one or more of the following work-related purposes made by or affecting individuals, groups or organizations, including, but not limited to:
— employment-related decisions, e.g. recruitment, selection, development, appraisal, promotion, outplacement, succession planning and reassignment;
— career-related decisions, e.g. recruiting, coaching, guidance, vocational rehabilitation and outplacement counselling;
— group decisions, e.g. training initiatives, team building, etc.;
— organization decisions, e.g. restructuring, morale and culture initiatives, mergers and acquisitions, etc.
No technical professional standards form part of MS ISO 10667. However, the quality of assessment procedures and methods should be considered in relation to the purposes of the assessment, the relevance of the measures involved, their validity, reliability, equity, standardization and any issues relating to special needs of the assessment participant and other factors that affect the practicality, acceptability and utility of the assessment.
NOTES:
1. Requirements for the service provider are specified in MS ISO 10667-2.
2. See Bibliography for examples of various professional guidelines.
3. See Annex B for further details of generally accepted technical quality guidelines.
This part of MS ISO 10667 does not detail the specific competences required for assessors as these are dependent upon the nature of the assessment.
4. See Annex C for further information on assessor competence. Close

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Assessment service delivery - Procedures and methods to assess people in work and organizational settings - Part 1: Requirements for the client (ISO 10667-1:2011, IDT)
MS ISO 10667-1:2017
Status : Original
Format : PDF

This part of MS ISO 10667 establishes requirements and guidance for the client working with the service provider to carry out the assessment of an individual, a group, or an organization for work-rela ....Read more ted purposes. This part of MS ISO 10667 enables the client to base its decisions on sound assessment results.
This part of MS ISO 10667 specifies the requirements of the client with respect to:
a) the needs and rationale for using assessments;
b) the conditions under which the assessment will be used;
c) the decisions about the assessment approach together with the implementation and evaluation of assessment procedures and methods;
d) the required competence and professionalism of the client’s employees who are involved in the assessment process;
e) the decisions about the access, use, and storage of assessment results and subsequent reports;
f) organizational-related decisions, e.g. training, team building, ascertaining organizational culture or morale.
This part of MS ISO 10667 also specifies assessment methods and procedures that can be carried out for one or more of the following work-related purposes made by or affecting individuals, groups or organizations, including, but not limited to:
— employment-related decisions, e.g. recruitment, selection, development, appraisal, promotion, outplacement, succession planning and reassignment;
— career-related decisions, e.g. recruiting, coaching, guidance, vocational rehabilitation and outplacement counselling;
— group decisions, e.g. training initiatives, team building, etc.;
— organization decisions, e.g. restructuring, morale and culture initiatives, mergers and acquisitions, etc. Close

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Code of practice for structural use of timber - Part 5: timber joints (First revision)
MS 544-5:2018
Status : 1st Revision
Format : PDF

This part of Malaysian Standard applies to joints in solid timbers fabricated with mechanical fasteners. These include joints fabricated with the following fasteners:
a) nails;
b) wood scr ....Read more ews;
c) bolts;
d) coach screws;
e) split-ring connectors;
f) shear-plate connectors; and
g) steel dowels.
For mechanical fasteners used in connections for engineered timber components (e.g. glue laminated timber or glulam, laminated veneer lumber (LVL), etc.), guidance is recommended to be obtained from their manufacturers on whether the joint design values based on solid timber are applicable for their products.
NOTES:
1. Design rules for specialised and patented mechanical fasteners and for variants of conventional fasteners are not included in this standard.
2. This standard does 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 joints are 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 joints. Reference may be made to Appendix C3 of AS 1720.1:2010, for information on methods for assessing the deformation of joints. Close

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Code of practice for structural use of timber - Part 3: Permissible stress design of glued laminated timber (First revision)
MS 544-3:2017 (CONFIRMED:2022)
Status : 1st Confirmation
Format : PDF

This Malaysian Standard provides the guidelines on the structural use of glued laminated timber in include recommendation on quality, grade stresses and modification factors applicable to this materia ....Read more l when use as a simple member or as part of build-up components or as part of structure incorporating other materials. It also gives recommendation for design of mechanical and glued connections and it includes general advice on workmanship. Close

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Code of practice for structural use of timber - Part 2: permissible stress design of solid timber (First revision)
MS 544-2:2017 (CONFIRMED:2022)
Status : 1st Confirmation
Format : PDF

This part of Malaysian Standard describes recommendations for the structural use of the Malaysian hardwood and softwood timber species in load bearing members. It includes recommendations on quality, ....Read more grade stresses and modification factors applicable to these timbers 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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Code of practice for structural use of timber - Part 1: General (Second revision)
MS 544-1:2017 (CONFIRMED:2022)
Status : 1st Confirmation
Format : PDF

This part of Malaysian Standard provides guidance on the structural use of timber and timber-based products, in load bearing members. It includes recommendations on quality, grade stresses and modific ....Read more ation factors applicable to these materials when use as simple members or as parts of built-up components, or as parts of structures 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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Dressed timber, door jambs and general mouldings - Specification (First revision)
MS 1401:2018
Status : 1st Revision
Format : PDF

This Malaysian Standard describes the specification and grading requirements applicable to dressed timber, door jambs and general mouldings of premium, standard and utility grades manufactured from tr ....Read more opical hardwood and plantation timbers.
It is also applicable to Malaysian softwood species as listed in the Malaysian grading rules for sawn hardwood timber (MGR). Close

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OCCUPATIONAL SAFETY AND HEALTH MANAGEMENT SYSTEMS - PART 2: GUIDELINES
MS 1722: PART 2:2003
Status : WITHDRAWAL WITHOUT REPLACEMENT
Format : PDF

This Malaysian Standard provides guidelines on occupational safety and health (OSH) management system and a basis for the development of a sustainable safety and health culture in the organisation.

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NON-REINFORCING HEXAGONAL GEOGRID FOR THE STABILIZATION OF UNBOUND GRANULAR LAYERS BY WAY OF INTERLOCK WITH THE AGGREGATE
MS 2638:2019
Status : Original
Format : PDF

This Malaysian Standards describes to paved and/or unpaved roads, railways and hard-standings consist of multiple layers of bound and unbound materials such as concrete, asphalt and granular materials ....Read more . The granular layers are at rest and experience only the relatively insignificant load from the weight of the layers on top. It is only when construction or in-service traffic passes (vehicles, trains, etc.), that these layers are under transient increased pressure and the associated strain that forms part of the instantaneous response.
During the short period of time associated with the passing of the transient load, granular layers undergo stress with both vertical and horizontal components, where the associated horizontal strains have a radial distribution, (see Figure A1, showing the distribution of the traffic load in all directions of the granular layer). The horizontal components of stress will cause the particles in the layer to move laterally and after the wheel has passed they will not recover completely to the condition before the load was applied. It is this cumulative lateral movement that will cause deformation and will eventually result in a condition beyond service ability of the layers.
The stabilization function addresses this lateral movement and inhibits the accumulation of strain, hence affecting the design life of the granular layer beneficially. Close

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