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Healthcare waste management services in healthcare facilities
MS 2758:2023
Status : Original
Format : PDF

This Malaysian Standard specifies general requirements and principles for good healthcare waste management services in the following types of healthcare facilities:

a) public and privat ....Read more e hospitals;
b) healthcare institutions; and
c) clinics except remote inaccessible clinics.

This document is applicable only to established healthcare facilities. It focuses on hazardous healthcare waste with the exclusion of radioactive waste. Close

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Cleansing services for healthcare facilities - Code of practice
MS 2757:2023
Status : Original
Format : PDF

This Malaysian Standard provides code of practice for cleansing services within healthcare facilities to create a clean and hygienic environment as well as minimise the spread of infection.

....Read more /> This document applies to public and private healthcare facilities. Close

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Multilayer unplasticized poly(vinyl chloride) (PVC-U) pipes for water supply and for buried and above ground drainage and sewerage under pressure application - Part 2: Pipes
MS 2713-2:2021, AMD.1 :2023
Status : Amendment 1
Format : PDF

This part of Malaysia Standard specifies the general aspects of multilayer unplasticized poly(vinyl chloride) (PVC-U) piping systems intended for water supply and for buried and above-ground drainage ....Read more and sewerage under pressure.

This standard is intended to be used for the following:

a) water mains and services buried in the ground;
b) conveyance of water above ground for both outside and inside buildings; and
c) buried and above-ground drainage and sewerage under pressure. Close

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Hot-rolled carbon steel strip, sheet and plate of commercial and drawing qualities (First revision)
MS 1705:2023
Status : 1st Revision
Format : PDF

This Malaysian Standard applies to hot-rolled carbon steel strip, sheet and plate of commercial and drawing qualities.

Hot-rolled steel strip, sheet and plate are suitable for many appl ....Read more ications where the presence of oxide or scale, or normal surface imperfections disclosed after removal of oxide or scale, are not objectionable. They are not suitable for applications where surface is of prime importance.

Commercial quality (SPHC) is intended for general fabricating purposes where sheet is used in the flat condition or for bending, moderate forming and welding operations.
Hot rolled carbon steel is available in several fabrication qualities. Drawing quality (SPHD, SPHE, SPHF) is intended for drawing or severe forming, including welding. Drawing quality is furnished according to all the requirements of this standard, or, by agreement when ordered, to fabricate an identified part, in which case the mechanical property requirements do not apply. Drawing qualities are identified as follows:
a) SPHD – Drawing quality
b) SPHE – Deep drawing quality
c) SPHF – Deep drawing aluminium killed quality
Steel strip, sheet and plate that are to be subjected to subsequent rerolling are not covered by this standard. Close

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Prestressing steel - Part 3: Steel bars (Quenched and tempered) (First revision)
MS 1138-3:2023
Status : 1st Revision
Format : PDF

This part of Malaysian Standard specifies requirements for round bar made of quenched and tempered high tensile steel, with a surface which is either plain, ribbed, grooved or indented. The product is ....Read more delivered in coils, according to the general requirements specified in MS 1138: Part 1. Close

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Eurocode 2: Design of concrete structures - Part 4: Design of fastenings for use in concrete (EN 1992-4:2018)
MS EN 1992-4:2023
Status : Original
Format : PDF

(1) This European Standard provides a design method for fastenings (connection of structural elements and non-structural elements to structural components), which are used to transmit actions to the c ....Read more oncrete. This design method uses physical models which are based on a combination of tests and numerical analysis consistent with EN 1990:2002, 5.2.

Additional rules for the transmission of the fastener loads within the concrete member to its supports are given in EN 1992-1-1 and Annex A of this EN.

Inserts embedded in precast concrete elements during production, under Factory Production Control (FPC conditions and with the due reinforcement, intended for use only during transient situations for lifting and handling, are covered by CEN/TR 15728.

(2) This EN is intended for safety related applications in which the failure of fastenings may result in collapse or partial collapse of the structure, cause risk to human life or lead to significant economic loss. In this context it also covers non-structural elements.

(3) The support of the fixture can be either statically determinate or statically indeterminate. Each support can consist of one fastener or a group of fasteners.

(4) This EN is valid for applications which fall within the scope of the EN 1992 series. In applications where special considerations apply, e.g. nuclear power plants or civil defence structures, modifications can be necessary.

(5) This EN does not cover the design of the fixture. Rules for the design of the fixture are given in the appropriate Standards meeting the requirements on the fixture as given in this EN.

(6) This document relies on characteristic resistances and distances which are stated in a European Technical Product Specification (see Annex E). At least the characteristics of Annex E are given in a European Technical Product Specification for the corresponding loading conditions providing a basis for the design methods of this EN. Close

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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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