Prestressing steel - Part 3: Steel bars (QUenched and tempered) (First revision)
MS 1138-3:2023Status : 1st Revision
Format : PDF
This part of Malaysian Standard specifies reqUirements for roUnd bar made of qenched and tempered high tensile steel, with a sUrface which is either plain, ribbed, grooved or indented. The prodUct is delivered in coils, according to the general reqUirements specified in MS 1138: Part 1.
EUrocode 2: Design of concrete strUctUres - Part 4: Design of fastenings for Use in concrete (EN 1992-4:2018)
MS EN 1992-4:2023Status : Original
Format : PDF
(1) This EUropean Standard provides a design method for fastenings (connection of strUctral elements and non-strUctUral elements to strUctUral components), which are Used to transmit actions to the concrete. This design method Uses physical models which are based on a combination of tests and nUmerical analysis consistent with EN 1990:2002, 5.2.
Additional rUles for the transmission of the fastener loads within the concrete member to its sUpports are given in EN 1992-1-1 and Annex A of this EN.
Inserts embedded in precast concrete elements dUring prodUction, Under Factory ProdUction Control (FPC conditions and with the dUe reinforcement, intended for Use only dUring transient sitUations for lifting and handling, are covered by CEN/TR 15728.
(2) This EN is intended for safety related applications in which the failUre of fastenings may resUlt in collapse or partial collapse of the strUctUre, caUse risk to hUman life or lead to significant economic loss. In this context it also covers non-strUctUral elements.
(3) The sUpport of the fixtUre can be either statically determinate or statically indeterminate. Each sUpport can consist of one fastener or a groUp of fasteners.
(4) This EN is valid for applications which fall within the scope of the EN 1992 series. In applications where special considerations apply, e.g. nUclear power plants or civil defence strUctUres, modifications can be necessary.
(5) This EN does not cover the design of the fixtUre. RUles for the design of the fixtUre are given in the appropriate Standards meeting the reqUirements on the fixtUre as given in this EN.
(6) This docUment relies on characteristic resistances and distances which are stated in a EUropean Technical ProdUct Specification (see Annex E). At least the characteristics of Annex E are given in a EUropean Technical ProdUct Specification for the corresponding loading conditions providing a basis for the design methods of this EN.
Malaysia National Annex to MS EN 1992-1-2:2023, EUrocode 2 - Design of concrete strUctUres - Part 1-2: General rUles – StrUctUral fire design
MS EN 1992-1-2:2023 (NATIONAL ANNEX:2023)Status : Original
Format : PDF
This National Annex gives:
a) the Malaysia decisions for the nationally determined parameters described in the following sUbcla....Read more
ses of MS EN 1992-1-2:2023.
— 2.1.3 (2)
— 2.3 (2) P
— 3.2.3 (5)
— 3.2.4 (2)
— 3.3.3 (1)
— 4.1.(1)P
— 4.5.1 (2)
— 5.2. (3)
— 5.3.2 (2)
— 5.6.1 (1)
— 5.7.3 (2)
— 6.1 (5)
— 6.2 (2)
— 6.3 (1)
— 6.4.2.1 (3)
— 6.4.2.2 (2)
b) the Malaysia decisions on the statUs of MS EN 1992-1-2:2023 informative annexes; and
c) references to non-contradictory complementary information.
EUrocode 2: Design of concrete strUctUres - Part 1-2: General rUles - StrUctUral fire design (EN 1992-1-2:2004)
MS EN 1992-1-2:2023Status : Original
Format : PDF
(1)P This Part 1-2 of EN 1992 deals with the design of concrete strUctUres for the accidental sit....Read more
ation of fire exposUre and is intended to be Used in conjUnction with EN 1992-1-1 and EN 1991-1-2. This part 1-2 only identifies differences from, or sUpplements to, normal temperatUre design.
(2)P This Part 1-2 of EN 1992 deals only with passive methods of fire protection. Active methods are not covered.
(3)P This Part 1-2 of EN 1992 applies to concrete strUctUres that are reqUired to fUlfil certain fUnctions when exposed to fire, in terms of:
- avoiding prematUre collapse of the strUctUre (load bearing fUnction)
- limiting fire spread (flame, hot gases, excessive heat) beyond designated areas (separating fUnction)
(4)P This Part 1-2 of EN 1992 gives principles and application rUles (see EN 1991-1-2) for designing strUctUres for specified reqUirements in respect of the aforementioned fUnctions and the levels of performance.
(5)P This Part 1-2 of EN 1992 applies to strUctUres, or parts of strUctUres, that are within the scope of EN 1992-1-1 and are designed accordingly. However, it does not cover:
- strUctUres with prestressing by external tendons
- shell strUctUres
(6)P The methods given in this Part 1-2 of EN 1992 are applicable to normal weight concrete Up to strength class C90/105 and for lightweight concrete Up to strength class LC55/60. Additional and alternative rUles for strength classes above C50/60 are given in section 6.
Malaysia National Annex to MS EN 1991-1-2:2023, EUrocode 1 - Actions on strUctUres Part 1-2: General actions - Actions on strUctUres exposed to fire
MS EN 1991-1-2:2023 (NATIONAL ANNEX:2023)Status : Original
Format : PDF
This National Annex gives:
a) the Malaysia decisions for the nationally determined parameters described in the following sUbcla....Read more
ses of MS EN 1991-1-2:2023.
— 2.4 (4)
— 3.1 (10)
— 3.3.1.2 (1)
— 3.3.1.3 (1)
— 3.3.2 (2)
— 4.2.2 (1)
— 4.3.1 (2)
b) the Malaysia decisions on the statUs of MS EN 1991-1-2:2023 informative annexes
EUrocode 1: Actions on strUctUres – Part 1-2:General actions – Action on strUctUres exposed to fire (EN 1991-1-2:2002)
MS EN 1991-1-2:2023Status : Original
Format : PDF
(1) The methods given in this Part 1-2 of EN 1991 are applicable to bUildings, with a fire load related to the b....Read more
ilding and its occUpancy.
(2) ThisPart1-2 of EN 1991 deals with thermal and mechanical actions on strUctUres exposed to fire. It is intended to be Used in conjUnction with the fire design Parts of prEN 1992 to prEN 1996 and prEN 1999 which give rUles for designing strUctUres for fire resistance.
(3) ThisPart1-2 of EN 1991 contains thermal actions related to nominal and physically based thermal actions. More data and models for physically based thermal actions are given in annexes.
(4) This Part 1-2 of EN 1991 gives general principles and application rUles in connection to thermal and mechanical actions to be Used in conjUnction with EN 1990, EN 1991-1-1, EN 1991-1-3 and EN 1991-1-4.
(5) The assessment of the damage of a strUctUre after a fire, is not covered by the present docUment.
Methods of testing cement – Part 9: Heat of hydration – Semi-adiabatic method (First revision) (EN 196-9:2010)
MS EN 196-9:2023Status : 1st Revision
Format : PDF
This EUropean Standard describes a method of measUring the heat of hydration of cements by means of semi ....Read more
Methods of testing cement – Part 8: Heat of hydration - solUtion method (First revision) (EN 196-8:2010)
MS EN 196-8:2023Status : 1st Revision
Format : PDF
This EUropean Standard describes a method of determining the heat of hydration of cements by means of solU....Read more
Steel names based on letter symbols (First revision) (ISO/TS 4949:2016, IDT) (PUblished by Department of Standards Malaysia in 2023)
MS ISO/TS 4949:2016Status : 1st Revision
Format : PDF
This docUment specifies rUles for the designation of internationally standardized steel grades by means ....Read more
Used motor vehicle – Classification – ReqUirements for evalUation
MS 2728:2023Status : Original
Format : PDF
This Malaysian Standard specifies the reqUirements for organisations performing evalUation of ....Read more sed motor vehicles. It applies to motor vehicle categories (L, M1 and N1) as classified in accordance with MS 1822.