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Flush valves – Specification (First revision)
MS 2545:2022
Status : 1st Revision
Format : PDF

This Malaysian Standard specifies basic performance requirements for gravity and pressurised flush valves, generally for the safe operation of the water closets (WC) and urinals.

While ....Read more this Malaysian Standard covers performance requirements for gravity and pressurised flushing devices and describes these performance requirements in terms of method of test applicable to all such units, a number of different materials, designs and methods of operation may be used to meet these requirements including flush valve with opening and closing controlled electronically. Close

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Aluminium alloy windows – Specification (Second revision)
MS 832:2022
Status : 2nd Revision
Format : PDF

This Malaysian Standard specifies materials, construction, finishes, hardware and performance standards for aluminium alloy windows. This standard does not relate to secondary inner windows and louvre ....Read more windows. Close

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Aluminium framed sliding glass doors – Specification (Second revision)
MS 1017:2022
Status : 2nd Revision
Format : PDF

This Malaysian Standard specifies materials, construction, finishes, hardware and performance standard for aluminium framed sliding doors.

This document does not include sliding folding ....Read more doors and mechanically operated sliding doors. Sliding doors containing panels which exceed 1 500 mm in width or 3 000 mm in height are not covered in this standard.

It does not include any type of hanging doors and heavy duty non-residential sliding doors such as those used in garages, showrooms, and movable shop-fronts. Full-height framed sliding door at the perimeter of a building are not within this document.
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Thermal insulation products for buildings – Factory made mineral wool (MW) products – Specification (Second revision)
MS 1020:2022
Status : 2nd Revision
Format : PDF

This Malaysian Standard specifies the requirements for factory made mineral wool products, with or without facings, which are used for the thermal insulation of buildings. The products are manufacture ....Read more d in the form of rolls, batts, boards or slabs.

This document describes product characteristics are includes procedures for testing, evaluation of conformity, marking and labeling.

Products covered by this document are also used in prefabricated thermal insulation systems and composite panels; the performance of systems incorporating these products is not covered.

This document does not specify the required level of a given property to be achieved by a product to demonstrate fitness for purpose in a particular application. The levels required for a given application are to be found in regulations or non-conflicting standards.

Products with a declared thermal resistance lower than 0.6 m2K/W or a declared thermal conductivity greater than 0.050 W/(mK) at 20 C are not covered by this standard.

This document does not cover in situ insulation products and products intended to be used for the insulation of industrial installations.
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Methods of testing cement – Part 7: Methods of taking and preparing samples of cement (First revision) (EN 196-7:2007)
MS EN 196-7:2022
Status : 1st Revision
Format : PDF

This European Standard describes the equipment to be used, the methods to be followed and the provisions for taking samples of cement, representative of given lots for testing, to assess the quality o ....Read more f products prior to, during or after delivery.

The provisions of this standard are only applicable when samples of cement are:

a) required for evaluating the conformity of a cement at any time with a standard; or
b) requested for checking a delivery or a lot with a standard, the provisions of a contract or the specification in an order.

The standard is applicable to the taking of samples of all types of cements defined by European Standards for cements whether they are:

c) contained in silos;
d) contained in bags, canisters, drums or any other packages;
e) transported in bulk in road vehicles, railway wagons, ships, etc.

NOTE The requirements of this standard can also, by agreement between the parties, be followed for acceptance inspections for all non-standardized hydraulic binders.
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Vitrified clay pipes and fittings and pipe joints for drains and sewers - Part 3: Test methods (First revision)
MS 1061-3:2022
Status : 1st Revision
Format : PDF

This part of this Malaysian Standard specifies requirements for the test methods.

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Vitrified clay pipes and fittings and pipe joints for drains and sewers - Part 2: Quality control and sampling (First revision)
MS 1061-2:2022
Status : 1st Revision
Format : PDF

This part of this Malaysian Standard specifies requirements for manufacturer’s internal quality control, third party assessment and inspection. It describes in detail, routine, regular, optional and ....Read more evaluation tests. In addition, it includes procedures and switching rules for inspection by variables.

NOTE. Where reference is made to clauses in MS 1061-1 and MS 1061-2 it is clearly stated.
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Vitrified clay pipes and fittings and pipe joints for drains and sewers - Part 1: Requirements (Second revision)
MS 1061-1:2022
Status : 2nd Revision
Format : PDF

This Malaysian Standard specifies requirements for flexibly jointed vitrified clay pipes and fittings with or without sockets for the construction of drainage and sewerage systems. Although normally o ....Read more perated under gravity, the pipes and fittings covered by this standard will accept periodic hydraulic surcharge.

If pipes are required to withstand continuous working under low pressure, the pressure used in tests in this document shall be agreed between the manufacturer and the purchaser with a maximum test pressure of 600 kPa (6.0 bar).

The preferred dimensions for pipe lengths, curvature of bends and angles of junction arms are specified in this document. Other values for these dimensions are acceptable provided the products meet all the relevant performance requirements and are marked correctly. Fittings groups covered by this part of this standard are given in MS 1061: Part 2.

Where this document provides for different strength classes, different systems of jointing dimensions, different lengths and different fittings, the specifiers/purchasers may select according to their requirements.
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Malaysia National Annex to MS EN 1991-1-6:2022, Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution
MS EN 1991-1-6:2022 (NATIONAL ANNEX 2022)
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 1991-1-6:2022:

1.1(3)< ....Read more br /> 2.2(4) Note 1*
3.1(1)P
3.1(5) Notes 1 and 2
3.1(7)
3.1(8) Note 1
3.3(2)
3.3(6)
4.9(6) Note 2
4.10(1)P
4.11.1(2) Table 4.1**
4.11.2(1) Note 2
4.12(1)P Note 2
4.12(2)
4.12(3)
4.13(2)
Annex A, A1.1(1) Note 2
Annex A, A1.3(2)
Annex A, A2.3(1) Note 1
Annex A, A2.4(2)
Annex A, A2.4(3)
Annex A, A2.5(2)
Annex A, A2.5(3) Note 1

* Note 2 (4) as in MS EN 1991-1-6:2022
** Note 4.11.1(1) Table 4.1 as in MS EN 1991-1-6:2022

b) the decisions on the status of MS EN 1991-1-6:2022 informative Annex B (see NA.3);

c) references to non-contradictory complementary information (see NA.4).
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Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution (EN 1991-1-6:2005)
MS EN 1991-1-6:2022
Status : Original
Format : PDF

(1) EN 1991-1-6 provides principles and general rules for the determination of actions which should be taken into account during the execution of buildings and civil engineering works.

....Read more (2) The following subjects are dealt with in this part of EN 1991.

Section 1 : General
Section 2 : Classification of actions
Section 3: Design situations and limit states
Section 4 : Representation of actions
Annex A1 : Supplementary rules for buildings (normative)
Annex A2 : Supplementary rules for bridges (normative)
Annex B : Actions on structures during alteration, reconstruction or demolition (informative)

(3) EN 1991-1-6 also gives rules for the determination of actions which may be used for the design of auxiliary con-
struction works as defined in 1.5, needed for the execution of buildings and civil engineering works.
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