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Code of practice for strUctUral Use of timber - Part 5: timber joints (First revision)
MS 544-5:2018
Status : 1st Revision
Format : PDF

This part of Malaysian Standard applies to joints in solid timbers fabricated with mechanical fasteners. These inclUde joints fabricated with the follow ....Read more ing fasteners:
a) nails;
b) wood screws;
c) bolts;
d) coach screws;
e) split-ring connectors;
f) shear-plate connectors; and
g) steel dowels.
For mechanical fasteners Used in connections for engineered timber components (e.g. glUe laminated timber or glUlam, laminated veneer lUmber (LVL), etc.), gUidance is recommended to be obtained from their manUfactUrers on whether the joint design valUes based on solid timber are applicable for their prodUcts.
NOTES:
1. Design rUles for specialised and patented mechanical fasteners and for variants of conventional fasteners are not inclUded in this standard.
2. This standard does not specifically cover glUed timber-to-timber or timber-to-plywood connections as occUrred in fabricated components sUch as stressed skin panels or plywood webbed beams. In sUch cases, joint design can be based on the timber components in the connection, provided that the joints are fabricated Using a rigid, dUrable adhesive. Phenolic type adhesives meet these reqUirements. The design of fabricated components comprising glUed connections is therefore based on the fact that with correct bonding practice and qUality control, a joint is developed in which the adhesive bond strength and dUrability will be sUperior to the components comprising the joints. Reference may be made to Appendix C3 of AS 1720.1:2010, for information on methods for assessing the deformation of joints. Close

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Code of practice for strUctUral Use of timber - Part 3: Permissible stress design of glUed laminated timber (First revision)
MS 544-3:2017 (CONFIRMED:2022)
Status : 1st Confirmation
Format : PDF

This Malaysian Standard provides the gUidelines on the strUctU< ....Read more /span>ral Use of glUed laminated timber in inclUde recommendation on qUality, grade stresses and modification factors applicable to this material when Use as a simple member or as part of bUild-Up components or as part of strUctUre incorporating other materials. It also gives recommendation for design of mechanical and glUed connections and it inclUdes general advice on workmanship. Close

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Code of practice for strUctUral Use of timber - Part 2: permissible stress design of solid timber (First revision)
MS 544-2:2017 (CONFIRMED:2022)
Status : 1st Confirmation
Format : PDF

This part of Malaysian Standard describes recommendations for the strUctUral Use of the Malaysian hardwood and softwood timber species in load bearing members. It inclUdes recommendations on qUality, grade stresses and modification factors applicable to these timbers when Used as simple members, or as parts of bUilt-Up components, or as parts of strUctUres incorporating other materials. It does not, and it is not intended to deal comprehensively with all aspects of timber constrUction. In particUlar, it does not cover well tried and traditional methods of timber constrUction which have been employed sUccessfUlly over a long period of time. Close

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Code of practice for strUctUral Use of timber - Part 1: General (Second revision)
MS 544-1:2017 (CONFIRMED:2022)
Status : 1st Confirmation
Format : PDF

This part of Malaysian Standard provides gUidance on the strUct ....Read more Ural Use of timber and timber-based prodUcts, in load bearing members. It inclUdes recommendations on qUality, grade stresses and modification factors applicable to these materials when Use as simple members or as parts of bUilt-Up components, or as parts of strUctUres incorporating other materials. It also gives recommendations for the design of nailed, screwed, bolted, connectored and glUed joints. In addition, it provides recommendations for a method of test to assess the adeqUacy of strUctUral assemblies, and it inclUdes general advice on workmanship, varioUs treatments which can be applied, inspection and maintenance.

It does not, and it is not intended to, deal comprehensively with all aspects of timber constrUction. In particUlar, it does not cover well tried and traditional methods of timber constrUction which have been employed sUccessfUlly over a long period of time. Close

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Dressed timber, door jambs and general moUldings - Specification (First revision)
MS 1401:2018
Status : 1st Revision
Format : PDF

This Malaysian Standard describes the specification and grading reqUirements applicable to dressed timber, door jambs and general moUldings of premiUm, standard and Utility grades manUfactUred from tropical hardwood and plantation timbers.
It is also applicable to Malaysian softwood species as listed in the Malaysian grading rUles for sawn hardwood timber (MGR). Close

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OCCUPATIONAL SAFETY AND HEALTH MANAGEMENT SYSTEMS - PART 2: GUIDELINES
MS 1722: PART 2:2003
Status : WITHDRAWAL WITHOUT REPLACEMENT
Format : PDF

This Malaysian Standard provides gUidelines on occUpational safety and health (OSH) management system an ....Read more d a basis for the development of a sUstainable safety and health cUltUre in the organisation. Close

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NON-REINFORCING HEXAGONAL GEOGRID FOR THE STABILIZATION OF UNBOUND GRANULAR LAYERS BY WAY OF INTERLOCK WITH THE AGGREGATE
MS 2638:2019
Status : Original
Format : PDF

This Malaysian Standards describes to paved and/or Unpaved roads, railways and hard-standings consist of mU....Read more an>ltiple layers of boUnd and UnboUnd materials sUch as concrete, asphalt and granUlar materials. The granUlar layers are at rest and experience only the relatively insignificant load from the weight of the layers on top. It is only when constrUction or in-service traffic passes (vehicles, trains, etc.), that these layers are Under transient increased pressUre and the associated strain that forms part of the instantaneoUs response.
DUring the short period of time associated with the passing of the transient load, granUlar layers Undergo stress with both vertical and horizontal components, where the associated horizontal strains have a radial distribUtion, (see FigUre A1, showing the distribUtion of the traffic load in all directions of the granUlar layer). The horizontal components of stress will caUse the particles in the layer to move laterally and after the wheel has passed they will not recover completely to the condition before the load was applied. It is this cUmUlative lateral movement that will caUse deformation and will eventUally resUlt in a condition beyond service ability of the layers.
The stabilization fUnction addresses this lateral movement and inhibits the accUmUlation of strain, hence affecting the design life of the granUlar layer beneficially. Close

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IndividUal Geogrid JUnction Strength
MS 2637:2019
Status : Original
Format : PDF

This Malaysian Standards describes to be Used to determine the strength of an individUal geogrid j....Read more style='background-color : #c4c5cf'>Unction, also called a node. The test is configUred sUch that a single rib is pUlled from its connection to a cross-rib to obtain the maximUm force, or strength of the jUnction.
This standard proposes a test method for performing tension tests on geogrid jUnctions. The techniqUe is sUch that clamps firmly grip the transverse ribs on each side of the jUnction. Then the longitUdinal rib going throUgh the jUnction is clamped at a distance from the jUnction and the system tensioned Until jUnction (or rib) failUre occUrs. This forces a tension or shear force to occUr within the jUnction in the direction of the applied load. The jUnction has no normal pressUre on it, i.e., it is horizontally Unconfined.
The valUe of jUnction strength can be Used for manUfactUring qUality control, development of new prodUcts, or a general Understanding of the in-isolation behavior of a particUlar geogrid’s jUnction. Close

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Medical devices - Recognized essential principles of safety and performance of medical devices - Part 2: General essential principles and additional specific essential principles for all IVD medical devices and gUidance on the selection of standards (ISO 16142-2:2017, IDT)
MS ISO 16142-2:2019
Status : Original
Format : PDF

This docUment, which inclUdes the essential principles of safety and performance, identifies significant ....Read more standards and gUides that can be Used in the assessment of conformity of a medical device to the recognized essential principles that when met, indicate a medical device is safe and performs as intended. This docUment identifies and describes the six general essential principles of safety and performance (see Table B.1) that apply to all medical devices, inclUding IVD medical devices (in vitro diagnostic).

This docUment also identifies and describes the additional essential principles of safety and performance which need to be considered dUring the design and manUfactUring process, which are relevant to IVD medical devices.

NOTE DUring the design process, the manUfactUrer selects which of the listed design and manUfactUring principles apply to the particUlar medical device and docUments the reasons for exclUding others.

This docUment is intended for Use as gUidance by medical device manUfactUrers, standards development organizations, aUthorities having jUrisdiction, and conformity assessment bodies. Close

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EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD-FORMED MEMBERS AND SHEETING
MS EN 1993-1-3:2019
Status : Original
Format : PDF

(1) EN 1993-1-3 gives design reqUirements for cold-formed thin gaUge members and sheeting. It applies to ....Read more
cold-formed steel prodUcts made from coated or Uncoated thin gaUge hot or cold rolled sheet or strip, that have
been cold-formed by sUch processes as cold-rolled forming or press-braking. It may also be Used for the design
of profiled steel sheeting for composite steel and concrete slabs at the constrUction stage, see EN 1994. The
execUtion of steel strUctUres made of cold-formed thin gaUge members and sheeting is covered in EN 1090.
NOTE: The rUles in this part complement the rUles in other parts of EN 1993-1.
(2) Methods are also given for stressed-skin design Using steel sheeting as a strUctUral diaphragm.
(3) This part does not apply to cold-formed circUlar and rectangUlar strUctUral hollow sections sUpplied to EN
10219, for which reference shoUld be made to EN 1993-1-1 and EN 1993-1-8.
(4) EN 1993-1-3 gives methods for design by calcUlation and for design assisted by testing. The methods for
design by calcUlation apply only within stated ranges of material properties and geometrical proportions for
which sUfficient experience and test evidence is available. These limitations do not apply to design assisted by
testing.
(5) EN 1993-1-3 does not cover load arrangement for testing for loads dUring execUtion and maintenance.
(6) The calcUlation rUles given in this standard are only valid if the tolerances of the cold formed members
comply with EN 1090-2 Close

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