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Ceramic tiles – Grouts and adhesives – Part 4: Test methods for grouts (First revision) (ISO 13007-4:2013, IDT)
MS ISO 13007-4:2021
Status : 1st Revision
Format : PDF

This part of ISO 13007 describes methods for determining characteristics for grouts used in the installation of ceramic tiles. The following test methods are described:

— determinatio ....Read more n of flexural and compressive strength (4.1);
— determination of water absorption (4.2);
— determination of shrinkage (4.3);
— determination of resistance to abrasion (4.4);
— determination of transverse deformation (4.5);
— determination of chemical resistance (4.6).
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Ceramic tiles – Grouts and adhesives – Part 3: Terms, definitions and specifications for grouts (First revision) (ISO 13007-3:2010, IDT)
MS ISO 13007-3:2021
Status : 1st Revision
Format : PDF

This part of ISO 13007 defines terms concerning the products, working methods and application properties for ceramic tile grouts. It specifies values of performance requirements for all ceramic tile g ....Read more routs [cementitious (CG) and reaction resin (RG) grouts].

This part of ISO 13007 is applicable to ceramic tile grouts for internal and external tile installations on walls and floors.

It is not applicable to criteria or recommendations for the design and installation of ceramic tiles.

NOTE Ceramic tile grouts can also be used for other types of tiles (natural and agglomerated stones, etc.), where these do not adversely affect the materials.
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Ceramic tiles – Grouts and adhesives – Part 2: Test methods for adhesives (First revision) (ISO 13007-2:2013, IDT)
MS ISO 13007-2:2021
Status : 1st Revision
Format : PDF

This part of ISO 13007 describes the methods for determining the characteristics for adhesives used in the installation of ceramic tiles. The following test methods are described:

— d ....Read more etermination of open time (4.1);
— determination of slip (4.2);
— determination of shear adhesion strength (4.3);
— determination of tensile adhesion strength (4.4);
— determination of transverse deformation (4.5).
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Ceramic tiles – Grouts and adhesives – Part 1: Terms, definitions and specifications for adhesives (First revision) (ISO 13007-1:2014, IDT)
MS ISO 13007-1:2021
Status : 1st Revision
Format : PDF

This part of ISO 13007 applies to ceramic tile adhesives for internal and external tile installations on walls and floors.

This part of ISO 13007 gives the terminology, concerning the p ....Read more roducts, working methods, application properties, etc., for ceramic tile adhesives

This part of ISO 13007 specifies the values of performance requirements for all ceramic tile adhesives [cementitious (C), dispersion (D) and reaction resin (R) adhesives].

This part of ISO 13007 does not contain criteria or recommendations for the design and installation of ceramic tiles.

NOTE Ceramic tile adhesives can also be used for other types of tiles (natural and agglomerated stones, etc.),
where these do not adversely affect the materials.
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New pneumatic passenger car tyres – Specification (Third revision)
MS 149:2018 AMD. 1:2021
Status : Amendment 1
Format : PDF

This Malaysian Standard specifies markings, test methods and minimum safety requirements
for new pneumatic rubber tyres for use on passenger cars.

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Malaysia National Annex to MS EN 1992-3: 2021, Eurocode 2: Design of concrete structures - Part 3: Liquid retaining and containment structures
MS EN 1992-3:2021 (NATIONAL ANNEX)
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 1992-3:2021.
– 7.3.1 (111)
â ....Read more €“ 7.3.1 (112)
– 7.3.3
– 8.10.3.3 (103)
– 9.11.1 (102)

b) the Malaysia decisions on the status of MS EN 1992-3:2021 informative annexes; and

c) references to non-contradictory complementary information.
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Water quality - Sampling - Part 21: Guidance on sampling of drinking water distributed by tankers or means other than distribution pipes (ISO 5667-21:2010, MOD)
MS ISO 5667-21:2017
Status : Original
Format : PDF

This part of MS ISO 5667-21 establishes principles to be applied to the techniques of sampling water provided for drinking and for use in the manufacture of food and beverage products.

....Read more The guidance given in this part of MS ISO 5667-21 is generally confined to those circumstances where water is drawn from municipal or similar public or private abstraction, treatment or distribution systems for which prior treatment or quality assessment has resulted in the water being classified as suitable for drinking or potable process purposes. Specifically, this part of MS ISO 5667-21 is applicable to water that is supplied by tanker or other non- contiguous bulk means, but not contiguously as part of a piped distribution system, during any stage of use up to and including the point of consumption or transfer to a piped distribution system. This part of MS ISO 5667-21 is also applicable to the distribution and bulk storage of water on aircraft, trucks, trains, ships, and other vessels and vehicles, as well as to sampling situations that can arise during the investigation of system defects, initiation of new systems, re-initiation of systems that have been unused for long periods or emergency situations where the safety of sampling operatives is not compromised. Close

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Methods of testing cement - Part 6: Determination of fineness (First revision) (EN 196-6:2018, IDT)
MS EN 196-6:2021
Status : 1st Revision
Format : PDF

This document describes three methods of determining the fineness of cement.

The sieving method serves only to demonstrate the presence of coarse cement particles. This method is primar ....Read more ily suited to checking and controlling the production process.

The air-jet sieving method measures the retention on sieving and is suitable for particles which
substantially pass a 2,0 mm test sieve. It can be used to determine the particle size distribution of
agglomerates of very fine particles. This method can be used with test sieves in a range of aperture
sizes, e.g. 63 μm and 90 μm.

The air permeability method (Blaine) measures the specific surface area (surface area related to mass) by comparison with a reference material sample. The determination of the specific surface area serves primarily to check the consistency of the grinding process of one and the same plant. This method only enables a limited assessment to be made of the properties of the cement in use.
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Energy efficient vehicle (EEV) – Requirements
MS 2722:2021
Status : Original
Format : PDF

This Malaysian Standard specifies the requirements of motor vehicle fuel consumption for energy efficient vehicle (EEV). It applies to motor vehicle categories (L, M and N) as classified in accordance ....Read more with MS 1822 Close

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Eurocode 2: Design of concrete structures - Part 3: Liquid retaining and containment structures
MS EN 1992-3:2021
Status : Original
Format : PDF

Replacement of clause 1.1.2 in EN 1992-1-1 by:

Scope of Part 3 of Eurocode 2

(101)P Part 3 of EN 1992 covers additional rules to those in Part 1 for the design of structu ....Read more res constructed from plain or lightly reinforced concrete, reinforced concrete or prestressed concrete for the containment of liquids or granular solids.

(102)P Principles and Application Rules are given in this Part for the design of those elements of structure which directly support the stored liquids or materials (i.e. the directly loaded walls of tanks, reservoirs or silos). Other elements which support these primary elements (for example, the tower structure which supports the tank in a water tower) should be designed according to the provisions of Part 1-1.

(103)P This part does not cover:

- Structures for the storage of materials at very low or very high temperatures
- Structures for the storage of hazardous materials the leakage of which could constitute a major health or safety risk.
- The selection and design of liners or coatings and the consequences of the choice of these on the design of the structure.
- Pressurised vessels.
- Floating structures
- Large dams
- Gas tightness

(104) This code is valid for stored materials which are permanently at a temperature between –40 °C and +200 °C. (105) For the selection and design of liners or coatings, reference should be made to appropriate documents.

(106) It is recognised that, while this code is specifically concerned with structures for the containment of liquids and granular materials, the clauses covering design for liquid tightness may also be relevant to other types of structure where liquid tightness is required.

(107) In clauses relating to leakage and durability, this code mainly covers aqueous liquids. Where other liquids are stored in direct contact with structural concrete, reference should be made to specialist literature.
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