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Rubber, vulcanized or thermoplastic — Determination of tension set under constant elongation, and of tension set, elongation and creep under constant tensile load (Third revision) (ISO 2285:2013, IDT)
MS ISO 2285:2016
Status : 3rd Revision
Format : PDF

This International Standard specifies a number of methods of determining the dimensional changes in
test pieces of vulcanized or thermoplastic rubber during and after tensile loading for relativ ....Read more ely short periods under constant elongation or constant loading. Close

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Rubber, vulcanized or thermoplastic - Determination of tensile stress-strain properties (Third revision) (ISO 37:2017, IDT)
MS ISO 37:2019
Status : 3rd Revision
Format : PDF

This document specifies a method for the
etermination of the tensile stress-strain properties of vulcanized and thermoplastic rubbers. The properties which can be determined are tensile streng ....Read more th, elongation at break, stress at a given
elongation, elongation at a given stress, stress at yield and elongation at yield. The measurement of stress and strain at yield applies only to some thermoplastic rubbers and certain other compounds. Close

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Rubber and rubber products - Determination of 2,2-bis(4-hydroxyphenyl)propane [Bisphenol A] (BPA) by using high performance liquid chromatography (HPLC)
MS 2625:2016
Status : Original
Format : PDF

This Malaysian Standard provides a method for the determination of 2,2-bis(4-
hydroxyphenyl)propane [Bisphenol A] (BPA) in rubber and rubber products (for example
natural rubber (NR) glove ....Read more s, synthetic gloves, child use and care articles) by using high
performance liquid chromatography (HPLC) technique.
NOTE Bisphenol A (BPA) is a carbon-based synthetic compound with the chemical formula
(CH3)2C(C6H4OH)2 belonging to the group of diphenyl methane derivatives and bisphenols, with two
hydroxyphenyl groups. BPA is known to be used as an additive to make polycarbonate plastics and
epoxy resins. Close

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Plastics piping systems for soil and waste discharge (low and high temperature) inside buildings - Polypropylene (PP) (First revision) (ISO 7671:2003, IDT)
MS ISO 7671:2012 (CONFIRMED:2018)
Status : 1st Revision
Format : PDF

This International Standard specifies the requirements for solid-wall polypropylene (PP) pipes and fittings for soil and waste discharge (low and high temperature) inside buildings, as well as the sys ....Read more tem itself. It does not include buried pipework.
It also specifies the test parameters for the test methods referred to in this International Standard.
This International Standard is applicable to PP pipes and fittings, as well as assemblies of such pipes and fittings, intended to be used for the following purposes:
a) soil and waste discharge pipework for the conveyance of domestic waste waters (low and high temperature);
b) ventilation pipework associated with a);
c) rainwater pipework inside the building.
It is applicable to pipes and fittings for jointing by means of elastomeric sealing rings or by butt fusion. Close

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PLASTICS - DETERMINATION OF FRACTURE TOUGHNESS (GIC AND KIC) AT MODERATELY HIGH LOADING RATES (1 m/s) (ISO 17281:2002, IDT)
MS ISO 17281:2004 (CONFIRMED:2018)
Status : 1st Confirmation
Format : PDF

This International Standard provides guidelines for determining the fracture toughness of plastics in the crack- opening mode (Mode I) by a linear elastic fracture mechanics (LEMF) approach, at load-p ....Read more oint displacement rates of up to 1 m/s. It supplements ISO 13586 so as to extend its applicability to loading rates somewhat higher than is the case in the scope of the latter International Standard.
Fracture testing at high loading rates presents special problems because of the presence of dynamic effects: vibrations in the test system producing oscillations in the recorded quantities, and inertial loads producing forces on the test specimen different from the forces sensed by the test fixture. These effects need either to be controlled and, if possible, reduced by appropriate action, or else to be taken into account through proper analysis of the measured data. Close

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Plywood - Specification (Second revision)
MS 228:2015
Status : 2nd Revision
Format : PDF

1.1 This Malaysian Standard specified requirements for plywood for general and structural
use, in dry, tropical dry/humid and high humidity/exterior conditions. This standard includes
requ ....Read more irements for the quality of veneer, glue bond, lay-up (construction), dimensions and
tolerances, conformance verification (where applicable) and marking.
1.2 The values listed in this standard relate to product properties, but these are not
characteristic values to be used in design calculations.
NOTE. Such characteristic values are given by the manufacturer, based on testing according to ISO
16572. Additional information on supplementary properties for certain applications is also given. Close

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Code of practice for structural use of timber - Part 11: Recommendations for the calculation basis for span tables - Section 4: Domestic rafters
MS 544-11-4:2015
Status : Original
Format : PDF

This section of MS 544-11 recommends a calculation basis for the permissible clear span for roof rafter with a slope from 15° to 45°. The recommendations apply to rafters at a maximum spacing of 1 2 ....Read more 00 mm centre-to-centre. The method of calculation makes no allowance for any contribution of other parts of the roof to the load resistance of the rafters although it is assumed that the tiling battens are capable of providing lateral load distribution and lateral support.

This section does not cover the design of rafters taking account of a structural contribution by sheet material supporting the roofing where such action can be provided by adequate design of its attachments as in a stressed skin panel roof. The uniform and concentrated loads of Uniform Building By-Laws 1984 are considered. This section also covers the overhang calculation. Typical examples of roof construction are given in Figures 1 and 2, and examples of rafters are given in Figure 3.

This section of MS 544-11 is applicable to the species, strength groups and grades of timber given in MS 544: Part 2:2001. Close

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Code of practice for structural use of timber - Part 8: design, fabrication and installation of prefabricated timber roof trusses using toothed metal plate connectors
MS 544-8:2015
Status : Original
Format : PDF

This Malaysian Standard specifies requirements for the design, fabrication and installation of prefabricated timber roof trusses using toothed metal plate connectors. It is applicable to the design, f ....Read more abrication and installation of prefabricated timber roof trusses within the following general limitations:

a) Maximum clear span 16 m;
b) Maximum recommended truss spacing of:
i) 1 220 mm, for concrete tiles; and
ii) 1 830 mm, for metal sheet roofs.
c) Maximum design wind speed of 35.2 m/s. Close

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Timber flooring - Board and strip, parquet and laminate flooring - Specification
MS 2619:2015 (CONFIRMED:2020)
Status : 1st Confirmation
Format : PDF

This Malaysian Standard specifies requirement for the following types of timber flooring:

a) solid board and strip;
b) parquet; and
c) laminate flooring.

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Wooden windows - Specifications
MS 2620:2015 (CONFIRMED:2020)
Status : 1st Confirmation
Format : PDF

1.1 This Malaysian Standard specifies requirements for wooden window frames, box frame windows and their sashes incorporating traditional component sections.

1.2 It does not apply to wi ....Read more ndow assemblies intended to carry loads transmitted from the structure into which they are fitted.

1.3 The concept of modular coordination is incorporated in this standard in order to
harmonise with MS 1064.

1.4 Effort is made to classify windows into three categories of Deluxe, Regular and
Economy in line with current pattern of utilisation in the country.

1.5 Minimum dimension is also proposed for certain components used for each category with the aim to complement the harmonisation effort made. Close

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