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DIN - DVS 2205-5 - CALCULATION OF THERMOPLASTIC TANKS AND APPARATUS - RECTANGULAR TANKS Organization: DIN
Date: 1987-07-01
Description: The following rules for the design and calculation apply to rectangular tanks for the engineering of apparatus of thermoplastic materials, in particular Polyvinyl chloride (PVC) Polypropylene (PP) High density polyethylene (PE-HD) The tanks may be strengthened from the outside by means of ribs or frames made of the same or stiffer materials, such as glass-fibre reinforced plastics (GRP) or steel.
CEN - EN 1993-4-2/PRA1 - EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-2: TANKS Organization: CEN
Date: 2016-08-01
Description: "(1) Part 4-2 of Eurocode 3 provides principles and application rules for the structural design of vertical cylindrical, conical and pedestal above ground steel tanks for the storage of liquid products with the following characteristics: a) tanks with capacity greater than 100 m3 (100 000 litres); b) tanks that have significant fabrication or assembly on site; c) shop-fabricated tanks with conical bottoms, supported on skirts or columns; d) tanks with characteristic internal pressures above the liquid surface not more negative than −0,1 bar and not greater than 0,5 bar1); e) design metal temperatures limited to the ranges: 1) tanks constructed using structural steel grades, −50°C < T < +300°C; 2) tanks constructed using austenitic stainless steels, −165°C < T < +300°C; 3) tanks constructed with special steel grades that have defined yield strengths up to higher temperatures, −165°C < T < the maximum defined temperature for the grade; 4) tanks susceptible to failure by fatigue, T < 150°C; f) in cylindrical ground-supported tanks, the maximum design liquid level not higher than the top of the cylindrical shell.".
DIN EN 1993-4-2 - EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-2: TANKS (INCLUDES CORRIGENDUM AC:2009) Organization: DIN
Date: 2010-12-01
Description: (1) Part 4.2 of Eurocode 3 provides principles and application rules for the structural design of vertical cylindrical and rectangular above ground steel tanks for the storage of liquid products with the following characteristics a) characteristic internal pressures above the liquid level not less than -100mbar and not more than 500mbar 1) ; b) design metal temperature in the range of -50ºC to +300ºC.
ULC - CAN/ULC-S601-14 - STANDARD FOR SHOP FABRICATED STEEL ABOVEGROUND TANKS FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS - FIFTH EDITION Organization: ULC
Date: 2014-05-01
Description: This Standard also covers aboveground steel, rectangular, non-pressure workbench tanks for the combined use as a working surface and storage of lubricating oils having capacities up to and including 2500 L.
CEN - EN 1993-4-1 - EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS - INCORPORATING CORRIGENDUM APRIL 2009 Organization: CEN
Date: 2007-02-01
Description: (1) Part 4.1 of Eurocode 3 provides principles and application rules for the structural design of steel silos of circular or rectangular plan-form, being free standing or supported.
DIN EN 1993-4-1 - EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS (INCLUDES CORRIGENDUM AC:2009) Organization: DIN
Date: 2010-12-01
Description: (1) Part 4.1 of Eurocode 3 provides principles and application rules for the structural design of steel silos of circular or rectangular plan-form, being free standing or supported.
NBN - ENV 1993-4-1 - EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS, TANKS AND PIPELINES - SILOS Organization: NBN
Date: 1999-11-15
Description: Part 4.1 of Eurocode 3 provides principles and application rules for the structural design of steel silos of circular or rectangular plan-form, being free standing or supported.
DS/ENV 1993-4-1 - EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS, TANKS AND PIPELINES - SILOS Organization: DS
Date: 1999-12-23
Description: Part 4-1 of Eurocode 3 provides principles and application rules for the structural design of steel silos of circular or rectangular plan-form, being free standing or supported.
DIN EN 1993-4-1/NA - NATIONAL ANNEX - NATIONALLY DETERMINED PARAMETERS - EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS, TANKS AND PIPELINES - SILOS Organization: DIN
Date: 2010-12-01
Description: This National Annex contains national provisions relating to the design of free-standing or supported steel silos of circular or rectangular form, that are to be taken into consideration when applying DIN EN 1993-4- 1:2010-12 in Germany.
NBN - ENV 1993-4-1 - EUROCODE 3: ONTWERP VAN STALEN DRAAGSYSTEMEN - DEEL 4-1: SILO'S, TANKS EN PIJPLEIDINGEN - SILO'S Organization: NBN
Date: 1999-11-15
Description: Part 4.1 of Eurocode 3 provides principles and application rules for the structural design of steel silos of circular or rectangular plan-form, being free standing or supported.
DIN - AD 2000-MERKBLATT S 4 - EVALUATION OF STRESSES DETERMINED BY WAY OF CALCULATION AND EXPERIMENTAL STRESS ANALYSIS Organization: DIN
Date: 2000-10-01
Description: The stress evaluation criteria in this AD 2000-Merkblatt apply to components of pressure vessel systems, boiler plants, tank farms, and piping systems if they can be represented as plane or curved load-bearing structures (consisting of isotropic disks, plates or shells) or as 3-dimensional rod structures (consisting of pipes or bars with full rectangular or circular cross-sections). The stresses may be caused e.g. by gauge pressure of vacuum, external forces and moments, mass forces as well as restraints on thermal expansion.
CPC - CEMENT MANUFACTURER'S HAN - CEMENT MANUFACTURER'S HANDBOOK Organization: CPC
Date: 1979-04-07
Description: Cross-Sectional Area 25.27 Potential Energy for Fluids 25.28 Total Energy of a Liquid 25.29 Power of a Liquid 25.30 Flow Through Nozzles and Orifices 25.31 Flow Coefficient 25.32 Flow Through Pipes 25.33 Flow Through Rectangular Weirs 25.34 Flow Through Triangular Weirs 25.35 Gas Flow Measurements 25.36 Pilot Tube Measurements 25.37 S-Tube Measurements 25.38 One-Point Traverse 25.39 Conversions of Flow Rates 25.40 Flow Determination with Orifice Plate 25.41 Ventury Meters Chapter 26.

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