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Malaysia National Annex to MS EN 1992-1-2:2023, Eurocode 2 - Design of concrete structures - Part 1-2: General rules – Structural fire design
MS EN 1992-1-2:2023 (NATIONAL ANNEX:2023)
Status : Original
Format : PDF

This National Annex gives:

a) the Malaysia decisions for the nationally determined parameters described in the following subclauses of MS EN 1992-1-2:2023.
— 2.1.3 (2)
â ....Read more €” 2.3 (2) P
— 3.2.3 (5)
— 3.2.4 (2)
— 3.3.3 (1)
— 4.1.(1)P
— 4.5.1 (2)
— 5.2. (3)
— 5.3.2 (2)
— 5.6.1 (1)
— 5.7.3 (2)
— 6.1 (5)
— 6.2 (2)
— 6.3 (1)
— 6.4.2.1 (3)
— 6.4.2.2 (2)

b) the Malaysia decisions on the status of MS EN 1992-1-2:2023 informative annexes; and

c) references to non-contradictory complementary information. Close

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Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design (EN 1992-1-2:2004)
MS EN 1992-1-2:2023
Status : Original
Format : PDF

(1)P This Part 1-2 of EN 1992 deals with the design of concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1992-1-1 and EN 1991-1-2. Thi ....Read more s part 1-2 only identifies differences from, or supplements to, normal temperature design.

(2)P This Part 1-2 of EN 1992 deals only with passive methods of fire protection. Active methods are not covered.

(3)P This Part 1-2 of EN 1992 applies to concrete structures that are required to fulfil certain functions when exposed to fire, in terms of:
- avoiding premature collapse of the structure (load bearing function)
- limiting fire spread (flame, hot gases, excessive heat) beyond designated areas (separating function)

(4)P This Part 1-2 of EN 1992 gives principles and application rules (see EN 1991-1-2) for designing structures for specified requirements in respect of the aforementioned functions and the levels of performance.

(5)P This Part 1-2 of EN 1992 applies to structures, or parts of structures, that are within the scope of EN 1992-1-1 and are designed accordingly. However, it does not cover:
- structures with prestressing by external tendons
- shell structures

(6)P The methods given in this Part 1-2 of EN 1992 are applicable to normal weight concrete up to strength class C90/105 and for lightweight concrete up to strength class LC55/60. Additional and alternative rules for strength classes above C50/60 are given in section 6. Close

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Malaysia National Annex to MS EN 1991-1-2:2023, Eurocode 1 - Actions on structures Part 1-2: General actions - Actions on structures exposed to fire
MS EN 1991-1-2:2023 (NATIONAL ANNEX:2023)
Status : Original
Format : PDF

This National Annex gives:

a) the Malaysia decisions for the nationally determined parameters described in the following subclauses of MS EN 1991-1-2:2023.

— 2.4 (4)
....Read more /> — 3.1 (10)
— 3.3.1.2 (1)
— 3.3.1.3 (1)
— 3.3.2 (2)
— 4.2.2 (1)
— 4.3.1 (2)

b) the Malaysia decisions on the status of MS EN 1991-1-2:2023 informative annexes Close

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Eurocode 1: Actions on structures – Part 1-2:General actions – Action on structures exposed to fire (EN 1991-1-2:2002)
MS EN 1991-1-2:2023
Status : Original
Format : PDF

(1) The methods given in this Part 1-2 of EN 1991 are applicable to buildings, with a fire load related to the building and its occupancy.

(2) ThisPart1-2 of EN 1991 deals with thermal ....Read more and mechanical actions on structures exposed to fire. It is intended to be used in conjunction with the fire design Parts of prEN 1992 to prEN 1996 and prEN 1999 which give rules for designing structures for fire resistance.

(3) ThisPart1-2 of EN 1991 contains thermal actions related to nominal and physically based thermal actions. More data and models for physically based thermal actions are given in annexes.

(4) This Part 1-2 of EN 1991 gives general principles and application rules in connection to thermal and mechanical actions to be used in conjunction with EN 1990, EN 1991-1-1, EN 1991-1-3 and EN 1991-1-4.

(5) The assessment of the damage of a structure after a fire, is not covered by the present document. Close

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Methods of testing cement – Part 9: Heat of hydration – Semi-adiabatic method (First revision) (EN 196-9:2010)
MS EN 196-9:2023
Status : 1st Revision
Format : PDF

This European Standard describes a method of measuring the heat of hydration of cements by means of semi-adiabatic calorimetry, also known as the Langavant method. The aim of the test is the continuou ....Read more s measurement of the heat of hydration of cement during the first few days. The heat of hydration is expressed in joules per gram of cement.

This standard is applicable to all cements and hydraulic binders, whatever their chemical composition, with the exception of quick-setting cements.

NOTE 1 An alternative procedure, called the solution method, is described in EN 196-8. Either procedure can be used independently.

NOTE 2 It has been demonstrated that the best correlation between the two methods is obtained at 41 h for the semi-adiabatic method (EN 196-9) compared with seven days for the heat of solution method (EN 196-8). Close

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Methods of testing cement – Part 8: Heat of hydration - solution method (First revision) (EN 196-8:2010)
MS EN 196-8:2023
Status : 1st Revision
Format : PDF

This European Standard describes a method of determining the heat of hydration of cements by means of solution calorimetry, also known as the solution method. The heat of hydration is expressed in jou ....Read more les per gram of cement.

This standard is applicable to cements and hydraulic binders whatever their chemical composition.

NOTE 1 Another procedure, called the semi-adiabatic method, is described in EN 196-9. Either procedure can be used
independently.

NOTE 2 It has been demonstrated that the best correlation between the two methods is obtained at seven days for the
solution method (EN 196-8) compared with 41 h for the semi-adiabatic method (EN 196-9). Close

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Steel names based on letter symbols (First revision) (ISO/TS 4949:2016, IDT) (Published by Department of Standards Malaysia in 2023)
MS ISO/TS 4949:2016
Status : 1st Revision
Format : PDF

This document specifies rules for the designation of internationally standardized steel grades by means of symbolic letters and numbers to express application and principal characteristics (e.g. mecha ....Read more nical, physical, chemical) so as to provide an abbreviated identification of steel grades.

NOTE 1 In order to avoid ambiguity, the principal symbols established according to this document can be supplemented by additional symbols identifying additional characteristics of the steel or steel product, e.g. suitability for use at high or low temperatures, surface condition, treatment condition, deoxidation.

NOTE 2 These rules can also be applied to nationally or regionally standardized steels. Close

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Used motor vehicle – Classification – Requirements for evaluation
MS 2728:2023
Status : Original
Format : PDF

This Malaysian Standard specifies the requirements for organisations performing evaluation of used motor vehicles. It applies to motor vehicle categories (L, M1 and N1) as classified in accordance wit ....Read more h MS 1822. Close

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Used private motor vehicle – Roadworthiness – Requirements for inspection
MS 2729:2023
Status : Original
Format : PDF

This Malaysian Standard specifies the requirements for organisations performing roadworthiness inspection of used private motor vehicles. It applies to motor vehicle categories (L, M1 and N1) as class ....Read more ified in accordance with MS 1822. Close

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Recreational diving services — Requirements for the training of scuba instructors — Part 2: Level 2 (First revision) (ISO 24802-2:2014, IDT) (Published by Standards Malaysia in 2023)
MS ISO 24802-2:2014
Status : 1st Revision
Format : PDF

This part of ISO 24802 specifies the competencies required of a scuba instructor in order to obtain a scuba instructor qualification from a training organization attesting that he/she has met or excee ....Read more ded scuba instructor level 2, and specifies evaluation criteria for these competencies.

It also specifies the conditions under which training is provided, in addition to the general requirements for recreational diving service provision in accordance with ISO 24803.

This part of ISO 24802 applies to training and evaluation in recreational scuba diving. Close

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