HSNOCOP 6 Flammable Liquids Tank Wagons - Revoked
Other citing documents: Environmental Protection Authority
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1.6 ReferencesContext:
AS/NZS 1664.1:1997 Aluminium structures - Limit state designSection:
3.3.1Context:
Design Actions The tank, its supports and connections shall be designed in accordance with: AS/NZS 1664.1:1997 Aluminium structures - Limit state design, or...Section:
1.6 ReferencesContext:
AS/NZS 1554.5:2011 Structural steel welding – Welding of steel structures subject to high levels of fatigue loadingSection:
3.3.6.2Context:
3.3.6.2. Welding of steel shall be in accordance with AS/NZS 1554 Structural Steel Welding parts 1, 4 and 5 (or equivalent) as appropriate. This includes all requirements for qualification of welding personnel.Section:
3.3.6.4Context:
3.3.6.4. Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554 or AS/NZS 1665 as relevant) including:...Section:
1.6 ReferencesContext:
AS/NZS 1665:2004 Welding of aluminium structuresSection:
3.3.6.3Context:
All welding of aluminium components shall comply with AS/NZ 1665 Welding of aluminium structures (or equivalent).This includes all requirements for qualification of welding personnel.Section:
3.3.6.4Context:
Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554 or AS/NZS 1665 as relevant) including:...Section:
1.6 ReferencesContext:
AS/NZS 1554.1:2011 Structural steel welding – Welding of steel structuresSection:
3.3.6.2Context:
3.3.6.2. Welding of steel shall be in accordance with AS/NZS 1554 Structural Steel Welding parts 1, 4 and 5 (or equivalent) as appropriate. This includes all requirements for qualification of welding personnel.Section:
3.3.6.4Context:
3.3.6.4. Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554 or AS/NZS 1665 as relevant) including:...AS/NZS 1554.4:2010 Structural steel welding - Welding of high strength quenched and tempered steels
SUPERSEDED
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1.6 ReferencesContext:
AS/NZS 1554.4:2010 Structural steel welding – Welding of high strength quenched and tempered steelsSection:
3.3.6.2Context:
3.3.6.2. Welding of steel shall be in accordance with AS/NZS 1554 Structural Steel Welding parts 1, 4 and 5 (or equivalent) as appropriate. This includes all requirements for qualification of welding personnel.Section:
3.3.6.4Context:
3.3.6.4. Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554 or AS/NZS 1665 as relevant) including:...Section:
1.6 ReferencesContext:
AS/NZS 4673:2001 Cold formed stainless steel structuresSection:
3.2.2Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and comply with the requirements of the following Australian Standards (or equivalent), as appropriate: AS/NZS 4673:2001 Cold formed stainless steel structures...Section:
1.6 ReferencesContext:
AS/NZS 1665:2004 Welding of aluminium structuresSection:
3.3.6.3Context:
All welding of aluminium components shall comply with AS/NZ 1665 Welding of aluminium structures (or equivalent).This includes all requirements for qualification of welding personnel.Section:
3.3.6.4Context:
Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554 or AS/NZS 1665 as relevant) including:...Section:
1.6 ReferencesContext:
AS/NZS 1734:1997 Aluminium and aluminium alloys – Flat sheet, coiled sheet and plateSection:
3.2.1Context:
Aluminium alloys used in the construction of tanks shall not be less than the grades specified in the following Australian standards (or equivalent) as appropriate:... ...AS/NZS 1734:1997 – Aluminium and aluminium alloys – Flat sheet, coiled sheet and plate...Section:
1.6 ReferencesContext:
AS/NZS 2430.3.3:2004 Classification of hazardous areas Part 3.3 Examples of area classification – Flammable liquids.Section:
2.4.10Context:
The hazardous atmosphere zone shall be determined in accordance with the area classifications of AS/NZS 2430.3.3 Classification of hazardous areas Part 3.3 Examples of area classification – Flammable liquids or...Section:
1.6 ReferencesContext:
NZS 3404:1997 Steel Structures Standard Parts 1 and 2Section:
2.3.1.6Context:
The collision bumper shall be designed to withstand a horizontal load equal to 40,000 kg or twice the mass of the fully loaded tank wagon, whichever is the lesser, and uniformly distributed over the central 1500 mm section of the collision bumper. A limit state or alternative method of design can be used in accordance with NZS 3404:1997.Part 1.Section:
2.3.2.4Context:
The under-run bumper shall be designed to withstand a horizontal load equal to 10,000 kg uniformly distributed over the central 1500 mm section of the bumper. A limit state or alternative method of design shall be used in accordance with NZS 3404:1997.Part1.Section:
2.9.5Context:
Fatigue of the tank wagon chassis mountings shall be included in the design of the tank wagon (i.e. by reducing areas of stress concentration) in accordance with the provisions of Section 10 of NZS 3404:1997 Part 1 or similar standard.Section:
3.3.1Context:
Design Actions The tank, its supports and connections shall be designed in accordance with:... ...NZS 3404: 1997 Part 1 Steel Structures Standard taking into account the loadings below...Section:
1.6 ReferencesContext:
AS/NZS 3679.1:2010 Structural steel - Hot rolled bars and sectionsSection:
3.2.2Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and comply with the requirements of the following Australian Standards (or equivalent), as appropriate:... ...AS/NZS 3679.1: 2010 Structural steel - Hot rolled bars and sections...Section:
1.6 ReferencesContext:
AS/NZS 3679.2:2010 Structural Steel - Welded I sectionsSection:
3.2.2Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and comply with the requirements of the following Australian Standards (or equivalent), as appropriate:... ...AS/NZS 3679.2: 2010 Structural Steel - Welded I sections...Section:
1.6 ReferencesContext:
AS/NZS 1866:1997 Aluminium and aluminium alloys – Extruded rod, bar, solid and hollow shapesSection:
3.2.1Context:
Aluminium alloys used in the construction of tanks shall not be less than the grades specified in the following Australian standards (or equivalent) as appropriate:... ...AS/NZS 1866:1997 – Aluminium and aluminium alloys – Extruded rod, bar, solid and hollow shapes.AS/NZS 60079.10.1:2009 Explosive atmospheres - Classification of areas - Explosive gas atmospheres
CURRENT
Section:
1.6 ReferencesContext:
AS/NZS 60079.10.1:2009 Explosive atmospheres – Classification of areas – Explosive gas atmospheres.Section:
2.4.10Context:
The hazardous atmosphere zone shall be determined in accordance with the area classifications of ... ... or AS/NZS 60079.10.1:2009.Section:
1.6 ReferencesContext:
AS/NZS 1554.1:2011 Structural steel welding – Welding of steel structuresSection:
3.3.6.2Context:
3.3.6.2. Welding of steel shall be in accordance with AS/NZS 1554 Structural Steel Welding parts 1, 4 and 5 (or equivalent) as appropriate. This includes all requirements for qualification of welding personnel.Section:
3.3.6.4Context:
3.3.6.4. Inspection of the welding shall be carried out in accordance with the welding specification (AS/NZS 1554 or AS/NZS 1665 as relevant) including:...Section:
1.6 ReferencesContext:
AS/NZS 3678:2011 Structural steel – Hot-rolled plates, floor plates and slabsSection:
3.2.2Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and comply with the requirements of the following Australian Standards (or equivalent), as appropriate:... ...AS/NZS 3678: 2011– Structural steel – Hot-rolled plates, floor plates and slabs.Section:
1.6 ReferencesContext:
NZS 3404:1997 Steel Structures Standard Parts 1 and 2Section:
2.3.1.6Context:
The collision bumper shall be designed to withstand a horizontal load equal to 40,000 kg or twice the mass of the fully loaded tank wagon, whichever is the lesser, and uniformly distributed over the central 1500 mm section of the collision bumper. A limit state or alternative method of design can be used in accordance with NZS 3404:1997.Part 1.Section:
2.3.2.4Context:
The under-run bumper shall be designed to withstand a horizontal load equal to 10,000 kg uniformly distributed over the central 1500 mm section of the bumper. A limit state or alternative method of design shall be used in accordance with NZS 3404:1997.Part1.Section:
2.9.5Context:
Fatigue of the tank wagon chassis mountings shall be included in the design of the tank wagon (i.e. by reducing areas of stress concentration) in accordance with the provisions of Section 10 of NZS 3404:1997 Part 1 or similar standard.Section:
3.3.1Context:
Design Actions The tank, its supports and connections shall be designed in accordance with:... ...NZS 3404: 1997 Part 1 Steel Structures Standard taking into account the loadings below...Section:
1.6 ReferencesContext:
AS/NZS 1163:2009 Cold –formed structural steel hollow sectionsSection:
3.2.2Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and comply with the requirements of the following Australian Standards (or equivalent), as appropriate:... ...AS/NZS 1163: 2009 – Structural steel hollow sections...Section:
1.6 ReferencesContext:
AS/NZS 1594:2002 Hot-rolled steel flat productsSection:
3.2.2Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and comply with the requirements of the following Australian Standards (or equivalent), as appropriate:... ...AS/NZS1594: 2002 – Hot-rolled steel flat products...Section:
1.6 ReferencesContext:
AS/NZS 1664.1:1997 Aluminium structures - Limit state designSection:
3.3.1Context:
Design Actions The tank, its supports and connections shall be designed in accordance with: AS/NZS 1664.1:1997 Aluminium structures - Limit state design, or...Section:
1.6 ReferencesContext:
AS/NZS 1664.2:1997 Aluminium structures - Allowable stress designSection:
3.3.1Context:
Design Actions The tank, its supports and connections shall be designed in accordance with:... ...AS/NZS 1664.2:1997 Aluminium structures - Allowable stress design, or...Section:
1.6 ReferencesContext:
AS/NZS 3679.2:2010 Structural Steel - Welded I sectionsSection:
3.2.2Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and comply with the requirements of the following Australian Standards (or equivalent), as appropriate:... ...AS/NZS 3679.2: 2010 Structural Steel - Welded I sections...Section:
1.6 ReferencesContext:
AS/NZS 2430.3.3:2004 Classification of hazardous areas Part 3.3 Examples of area classification – Flammable liquids.Section:
2.4.10Context:
The hazardous atmosphere zone shall be determined in accordance with the area classifications of AS/NZS 2430.3.3 Classification of hazardous areas Part 3.3 Examples of area classification – Flammable liquids or...Section:
1.6 ReferencesContext:
AS/NZS 1594:2002 Hot-rolled steel flat productsSection:
3.2.2Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and comply with the requirements of the following Australian Standards (or equivalent), as appropriate:... ...AS/NZS1594: 2002 – Hot-rolled steel flat products...Section:
1.6 ReferencesContext:
AS/NZS 1664.2:1997 Aluminium structures - Allowable stress designSection:
3.3.1Context:
Design Actions The tank, its supports and connections shall be designed in accordance with:... ...AS/NZS 1664.2:1997 Aluminium structures - Allowable stress design, or...Section:
1.6 ReferencesContext:
AS/NZS 1163:2009 Cold –formed structural steel hollow sectionsSection:
3.2.2Context:
Steel – Steel shall be of a quality suitable for the conditions in which it is being used and comply with the requirements of the following Australian Standards (or equivalent), as appropriate:... ...AS/NZS 1163: 2009 – Structural steel hollow sections...