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Packaging – Transport of dangerous goods - Part 5: Consignment procedures (First revision)
MS 1513-5:2022
Status : 1st Revision
Format : PDF

This Malaysian Standard sets forth the provisions for dangerous goods consignments relative to authorisation of consignments and advance notifications, marking, labelling, documentation (by manual), e ....Read more lectronic data processing (EDP) or electronic data interchange (EDI) techniques and placarding.

Except as otherwise provided in these MS1513 series, no person may offer dangerous goods for transport unless those goods are properly marked, labelled, placarded, described and certified on a transport document, and otherwise in a condition for transport as required by this Part.

NOTE. Provisions for transportation of Class 7 – Radioactive Materials are excluded from this part. The transport of radioactive material shall be in accordance with the Radiation Protection (Transport) Regulations 1989. Radiation Protection (Transport) Regulations 1989 shall not apply where there are provisions in force to the contrary in any international transport regulations for routes using international pathways and for such routes, the transport of radioactive material shall be in accordance with the provisions provided therein. Close

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Packaging – Transport of dangerous goods - Part 4: Packing and tank provisions (First revision)
MS 1513-4:2022
Status : 1st Revision
Format : PDF

This Malaysian Standard specifies the general provision for the packing of dangerous goods in packaging, including intermediate bulk containers (IBCs), large packagings, portable tanks and multiple-el ....Read more ement gas containers (MEGCs). The requirements of this standard do not apply to Class 7, packages containing radioactive material. Close

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High PME diesel fuel - Specification - Euro 5 AMENDMENT 1
MS 123-5:2020, AMD. 1
Status : Amendment 1
Format : PDF

This Malaysian Standard specifies the requirements for high PME (7.1 % to 20.0 %) diesel (Euro 5) suitable for use in automotive, industrial and other diesel applications.

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Petroleum and natural gas industries — Specific requirements for offshore structures — Part 4: Geotechnical and foundation design considerations (ISO 19901-4:2016, MOD)
MS 2690-4:2022
Status : Original
Format : PDF

This part of ISO 19901 contains provisions for those aspects of geoscience and foundation engineering that are applicable to a broad range of offshore structures, rather than to a particular structure ....Read more type. Such aspects are:

— site and soil characterization;

— identification of hazards;

— design and installation of shallow foundations supported by the seabed;

— design and installation of pile foundations;

— soil-structure interaction for auxiliary structures, e.g. subsea production systems, risers and flowlines (guidance given in A.10);

— design of anchors for the stationkeeping systems of floating structures (guidance given in A.11).

Particular requirements for marine soil investigations are detailed in ISO 19901-8.

Aspects of soil mechanics and foundation engineering that apply equally to offshore and onshore structures are not addressed. The user of this part of ISO 19901 is expected to be familiar with such aspects.

ISO 19901-4 outlines methods developed primarily for the design of shallow foundations with an embedded length (L) to diameter (D) ratio L/D < 1 (Clause 7) and relatively long and flexible pile foundations with L/D > 10 (Clause 8). This part of ISO 19901 does not apply to intermediate foundations with 1 < L/D < 10. Such intermediate foundations, often known as ‘caisson foundations’, comprise either shallow foundations with skirts penetrating deeper into the seabed than the width of the foundation, or shorter, more rigid and larger diameter piles than those traditionally used for founding offshore structures. The design of such foundations can require specific analysis methods; it is important that any extrapolation from the design methods described in this part of ISO 19901 to intermediate foundations be treated with care and assessed by a geotechnical specialist. Close

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Diesel fuel - Specification - Part 3: Euro 5 AMENDMENT 1
MS 123-3:2016, AMD. 1
Status : Amendment 1
Format : PDF

This Malaysian Standard specifies the requirements for diesel fuel (Euro 5) suitable for use in automotive, industrial and other diesel applications.

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Eurocode 2: Design of concrete structures – Part 2: Concrete bridges – Design and detailing rules (EN 1992-2:2005)
MS EN 1992-2:2022
Status : Original
Format : PDF

(101)P Part 2 of Eurocode 2 gives a basis for the design of bridges and parts of bridges in plain, reinforced and prestressed concrete made with normal and light weight aggregates.

(102 ....Read more )P The following subjects are dealt with in Part 2.

Section 1: General
Section 2: Basis of design
Section 3: Materials
Section 4: Durability and cover to reinforcement
Section 5: Structural analysis
Section 6: Ultimate limit states
Section 7: Serviceability limit states
Section 8: Detailing of reinforcement and prestressing tendons — General
Section 9: Detailing of members and particular rules
Section 10: Additional rules for precast concrete elements and structures
Section 11: Lightweight aggregate concrete structures
Section 12: Plain and lightly reinforced concrete structures
Section 113: Design for the execution stages Close

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Eurocode 1: Actions on structure – Part 2: Traffic loads on bridges (EN 1991-2:2003)
MS EN 1991-2:2022
Status : Original
Format : PDF

(1) EN 1991-2 defines imposed loads (models and representative values) associated with road traffic, pedestrian actions and rail traffic which include, when relevant, dynamic effects and centrifugal, ....Read more braking and acceleration actions and actions for accidental design situations.

(2) Imposed loads defined in EN 1991-2 are intended to be used for the design of new bridges, including piers, abutments, upstand walls, wing walls and flank walls etc., and their foundations.

(3) The load models and values given in EN 1991-2 should be used for the design of retaining walls adjacent to roads and railway lines.

NOTE For some models only, applicability conditions are defined in EN 1991-2. For the design of buried structures, retaining walls and tunnels, provisions other than those in EN 1990 to EN 1999 may be necessary. Possible complementary conditions may be defined in the National Annex or for the individual project.

(4) EN 1991-2 is intended to be used in conjunction with EN 1990 (especially A2) and EN 1991 to EN 1999.

(5) Section 1 gives definitions and symbols.

(6) Section 2 defines loading principles for road bridges, footbridges (or cycle-track bridges) and railway bridges.

(7) Section 3 is concerned with design situations and gives guidance on simultaneity of traffic load models and on combinations with non-traffic actions.

(8) Section 4 defines :
– imposed loads (models and representative values) due to traffic actions on road bridges and their conditions of mutual combination and of combination with pedestrian and cycle traffic (see section 5) ;
– other actions specifically for the design of road bridges

(9) Section 5 defines :
– imposed loads (models and representative values) on footways, cycle tracks and footbridges ;
– other actions specifically for the design of footbridges.

(10) Sections 4 and 5 also define loads transmitted to the structure by vehicle restraint systems and/or pedestrian parapets.

(11) Section 6 defines :
– imposed actions due to rail traffic on bridges ;
– other actions specifically for the design of railway bridges and structures adjacent to the railway. Close

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Methods of testing cement – Part 3: Determination of setting times and soundness (First revision) (EN 196-3:2016)
MS EN 196-3:2022
Status : 1st Revision
Format : PDF

This European Standard specifies the methods for determining standard consistence, setting times and soundness of cements.

The method applies to common cements and to other cements and ....Read more materials, the standards for which call up this method. It may not apply to other cement types that have, for example, a very short initial setting time. The method is used for assessing whether the setting time and soundness of a cement is in conformity with its specification.

This part of EN 196 describes the reference methods and allows the use of alternative procedures and equipment, as indicated in notes, provided that they have been calibrated against the reference methods. In the event of a dispute, only the reference equipment and procedures are used. Close

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Cement – Part 2: Assessment and verification of constancy of performance (First revision) (EN 197-2:2020)
MS EN 197-2:2022
Status : 1st Revision
Format : PDF

This document specifies the scheme for the assessment and verification of constancy of performancae (AVCP) of cements, including certification of constancy of performance.

The document ....Read more provides technical rules for factory production control, further testing of samples taken at the manufacturing plant (autocontrol testing) and assessment of the performance of the cement, initial inspection of the manufacturing plant and of factory production control, continuing surveillance, assessment and evaluation of factory production control and audit-testing of samples. It also provides rules for actions to be followed in the event of non-conformity and requirement for depots. Close

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Palm methyl esters (PME) diesel vehicle - Laboratory and on-road test procedures
MS 2723:2022
Status : Original
Format : PDF

This Malaysian Standard specifies the requirements and guidelines for palm methyl esters (PME) diesel vehicle test procedures, which includes laboratory and on-road vehicle testing.

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