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SS EN 124-1:2021 [Current]

Gully tops and manhole tops for vehicular and pedestrian areas – Part 1: Definitions, classification, general principles of design, performance requirements and test methods
...4 Selection of test samples Test samples shall be manhole covers or frames selected at random from the stock of manhole tops held by the manufacturer...

SS EN 131-1:2019 [Current]

Ladders – Part 1 : Terms, types, functional sizes
...31 inner width b 1 usable distance between the inner sides of the stiles measured at the upper edge of the topmost rung/step/platform Figure 18 3...
...e The minimum usable distance between the inner sides of the stiles at any point shall be 280 mm...
...b The minimum usable distance between the inner sides of the stiles at any point shall be 280 mm...

SS EN 131-2:2019 [Current]

Ladders – Part 2 : Requirements, testing, marking
...In the case of a combination ladder, the test shall be carried out with the ladder fully extended in all of its usable configurations...

SS EN 1991-1-1:2008 (2017) [Confirmed]

Eurocode 1: Actions on structures, Part 1-1 : General actions - Densities, self-weight, imposed loads for buildings
...usage this term is frequently abbreviated to density (which is strictly mass per unit volume)...
...The values may be changed if necessary according to the usage (see Table 6...

SS EN 1991-1-7:2009 [Current]

Eurocode 1 - Actions on structures - Part 1-7 - General actions - Accidental actions
...PHA, HAZOP, fault tree, event tree, decision tree, causal networks, etc...
...The main usage of the structure should be identified in order to ascertain the consequences for safety should the structure fail to withstand the leading hazard event with likely accompanying actions...

SS EN 1991-2:2012 (2017) [Confirmed]

Eurocode 1 : Actions on structures – Part 2 : Traffic loads on bridges
...NOTE 3 It is recommended that the individual project specify an increased Maximum Line Speed at the Site to take into account potential modifications to the infrastructure and future rolling stock...
...NOTE It is recommended that the individual project specify an increased Maximum Nominal Speed at the Site to take into account potential modifications to the infrastructure and future rolling stock...
...NOTE 3 It is recommended that the individual project specify an increased Maximum Line Speed at the Site to take into account potential modifications to the infrastructure and future rolling stock...

SS EN 1993-4-2:2011 (2017) [Confirmed]

Eurocode 3 : Design of steel structures - Tanks
...Although this usage is slightly confusing when it is compared to the definition given in , it is so widely used with the two meanings that both have been retained here...
...It is sometimes referred to as the eaves junction, though this usage is more common for solids storages...

SS EN 1993-4-2:2011 (2017) [Confirmed]

Eurocode 3 : Design of steel structures - Tanks
...This usage is slightly confusing when compared with the general definition (see EN 1993-1-6) given in 1...
...(2) The life expectancy of the tank and its intended usage should be agreed between the client, the engineer and the relevant authority...

SS EN 1993-4-2:2011 (2017) [Confirmed]

Eurocode 3 : Design of steel structures - Tanks
...This usage is slightly confusing when compared with the general definition (see EN 1993-1-6) given in 1...
...(2) The life expectancy of the tank and its intended usage should be agreed between the client, the engineer and the relevant authority...

SS EN 1993-4-3:2011 (2017) [Confirmed]

Eurocode 3 : Design of steel structures - Pipelines
...Offshore and Onshore Supervisory Committee of PRC International, PR-238-9423, Arlington, USA...
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