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MALAYSIA NATIONAL ANNEX TO EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS
MS EN 1993-1-1:2010 (NATIONAL ANNEX)
Status : Original
Format : PDF

This Malaysia national annex gives: a) the Malaysia decisions for the Nationally Determined Parameters described in MS EN 1993-1-1:2010: b) decisions on the status of MS EN 1993-1-1:2010 informative a ....Read more nnexes; and c) references to non-contradictory complementary information (NCCI). Close

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WATER QUALITY - DETERMINATION OF IRON - SPECTROMETRIC METHOD USING 1,10-PHENANTHROLINE (ISO 6332:1998, MOD)
MS 1993:2007 (CONFIRMED:2025)
Status : 2nd Confirmation
Format : PDF

This Malaysian Standard specifies a 1,10-phenanthroline spectrometric method for the determination of iron in water and waste water. Procedures are described for the determination of:

....Read more a) total iron (sum of dissolved and undissolved iron):
i) direct determination; and
ii) determination after decomposition;
b) total dissolved iron [sum of dissolved iron(ll) and iron(lll)]; and
c) determination of dissolved iron(ll).

The methods are applicable to the determination of iron concentrations between 0.01 and 5 mg/I. Iron concentrations above 5 mg/I may be determined after suitable dilution of the sample. Close

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EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS
MS EN 1992-1-1:2010
Status : Original
Format : PDF

This Malaysian Standard applies to the design of buildings and civil engineering works in plain, reinforced and prestressed concrete. It complies with the principles and requirements for the safety an ....Read more d serviceability of structures, the basis of their design and verification that are given in EN 1990: Basis of structural design.
(2)P Eurocode 2 is only concerned with the requirements for resistance, serviceability, durability and fire resistance of concrete structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered.
(3)P Eurocode 2 is intended to be used in conjunction with:
EN 1990: Basis of structural design
EN 1991: Actions on structures
hEN's: Construction products relevant for concrete structures
ENV 13670: Execution of concrete structures
EN 1997: Geotechnical design
EN 1998: Design of structures for earthquake resistance, when concrete structures are built in seismic regions.
(4)P Eurocode 2 is subdivided into the following parts:
Pa Close

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MALAYSIA NATIONAL ANNEX TO EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS
MS EN 1992-1-1:2010 (NATIONAL ANNEX)
Status : Original
Format : PDF

This national annex has been prepared by the Technical Committee on Code of Practice for Design of Concrete Structures. In Malaysia, it shall be used in conjunction with MS EN 1992-1-1:2010, Eurocode ....Read more 2: Design of concrete structures - Part 1-1: General rules and rules for buildings. Close

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ELECTRONIC EQUIPMENT FOR USE IN POWER INSTALLATIONS
MS 1992:2007
Status : Original
Format : PDF

This Malaysian Standard applies to the use of electronic equipment (EE) in power installations where a uniform technical level with respect to safety and reliability is necessary. This standard also a ....Read more pplies to EE which are not covered by a specific product standard.

This Malaysian Standard defines the minimum requirements for the design and manufacture of EE, for protection against electric shock, for testing and its integration into systems for power installations.

This Malaysian Standard does not cover the following applications: electrical accessories and electrical appliances for household and similar purposes, medical equipment, electric railway equipment, data processing without control on systems and processes, public and private non-industrial telecommunication and radio communication equipment and networks, protection relays, residual-current-operated protective devices, uninterruptible power supplies, lighting equipment and public charging equipment for electrical vehicle Close

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Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions
MS EN 1991-1-4:2017
Status : Original
Format : PDF

This Malaysian standard gives guidance on the determination of natural wind actions for structural design works of building and civil engineering structures excluding bridges.

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EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-1: GENERAL ACTIONS - DENSITIES, SELF-WEIGHT, IMPOSED LOADS FOR BUILDINGS
MS EN 1991-1-1:2010
Status : Original
Format : PDF

This Malaysian Standard gives design guidance and actions for the structural design of buildings and civil engineering works including some geotechnical aspects for the following subjects:
-De ....Read more nsities of construction materials and stored materials;
-Self-weight of construction works; and
-Imposed loads for building.
(2) Section 4 and Annex A give nominal values for densities of specific building materials, additional materials for bridges and stored materials. In addition for specific materials the angle of repose is provided.
(3) Section 5 provides methods for the assessment of the characteristic values of selfweight of construction works.
(4) Section 6 gives characteristic values of imposed loads for floors and roofs according to category of use in the following areas in buildings:
- residential, social, commercial and administration areas;
- garage and vehicle traffic areas;
- areas for storage and industrial activities;
- roofs;
- helicopter landing areas.
(5) The loads Close

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MALAYSIA NATIONAL ANNEX TO EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-1: GENERAL ACTIONS - DENSITIES, SELF-WEIGHT, IMPOSED LOADS FOR BUILDINGS
MS EN 1991-1-1:2010 (NATIONAL ANNEX)
Status : Original
Format : PDF

This national annex has been prepared by the Technical Committee on Code of Practice for Design of Concrete Structures. In Malaysia, it shall be used in conjunction with MS EN 1991-1-1:2010, Eurocode ....Read more 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings. Close

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Manual of tests and criteria for transport of dangerous goods - Part 1: General introduction (First revision)
MS 1990-1:2015
Status : 1st Revision
Format : PDF

The Malaysian Standard prescribes a method of presentation of MS 1990 for the classification of certain types of dangerous goods and give descriptions of the test methods and procedures considered to ....Read more be the most useful for providing competent authorities with the necessary information to arrive at a proper classification of substances and articles for transport. This standard should be used in conjunction with the latest version of MS 1990 (all parts) and MS 1513 (all parts).

NOTES:

1. This standard is not a concise formulation of testing procedures that will unerringly lead to a proper classification of products. It therefore assumes competence on the part of the testing authority and leaves responsibility for classification with them.

2. The competent authority has discretion to dispense with certain tests, to vary the details of tests, and to require additional tests when this is justified to obtain a reliable and realistic assessment of the hazard of a product. In some cases, Close

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Manual of tests and criteria for transport of dangerous goods - Part 4: Classification procedures, test methods and criteria relating to Class 2, Class 3, Class 4, Division 5.1, Class 8 and Class 9 ? Section 5 : Division 5.1- Oxidising substances
MS 1990-4-5:2012
Status : Original
Format : PDF

This Malaysian Standard schemes for the classification of oxidising substances of Division 5.1 (see Clause 4 of MS 1513: Part 2: Sub-Part 6:2003). The standard shall be used in conjunction with the cl ....Read more assification principles given in 4.2 and 4.3 of MS 1513: Part 2: Sub-Part 6:2003 and the test prescriptions given in Clause 4. Close

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