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APA X227 - TECHNICAL NOTE: CASTER LOADINGS ON PLYWOOD - TO PURCHASE CALL 1-800-854-7179 USA/CANADA OR 303-397-7956 WORLDWIDE Organization: APA
Date: 1999-12-01
Description: Recommendations for specifying plywood floor products under small wheel (caster) vehicle loads in industrial and commercial environs
BRE DG437 - INDUSTRIAL PLATFORM FLOORS: MEZZANINE AND RAISED STORAGE Organization: BRE
Date: 1999-04-01
Description: This Digest has been prepared in response to difficulties being experienced with the design and Building Regulation control of mezzanine raised storage platform floors. It aims to ease such difficulties by providing specific authoritative guidance on these specialised structures which are not especially addressed in current Codes of practice.
DSF/FPREN ISO 3691-3 - INDUSTRIAL TRUCKS – SAFETY REQUIREMENTS AND VERIFICATION – PART 3: ADDITIONAL REQUIREMENTS FOR TRUCKS WITH ELEVATING OPERATOR POSITION AND TRUCKS SPECIFICALLY DESIGNED TO TRAVEL WITH ELEVATED LOADS (ISO/FDIS 3691-3:2016) Organization: DS
Description: 1.1 This International standard is applicable, in addition to ISO 3691-1, to industrial trucks with vertical, non tilting mast: a) with an elevating operator position, as defined in 3.1.3.1.6 and 3.1.3.3 of ISO 5053, where the elevating operator position and the load handling device lifts to a height of more than 1 200 mm above ground level and b) designed to travel with a load handling device elevated more than 1 200 mm above floor level as defined in 3.1.3.1.9 and 3.1.3.1.10 of ISO 5053.
NBN - EN 1991-1-1 - EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-1: GENERAL ACTIONS - DENSITIES, SELF-WEIGHT, IMPOSED LOADS FOR BUILDINGS Organization: NBN
Date: 2002-06-28
Description: (4) Section 6 gives characteristic values of imposed loads for floors and roofs according to category of use in the following areas in buildings: - residential, social, commercial and administration areas;- garage and vehicle traffic areas;- areas for storage and industrial activities;- roofs;- helicopter landing areas.
NBN - EN 1991-1-1 - EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-1: GENERAL ACTIONS - DENSITIES, SELF-WEIGHT, IMPOSED LOADS FOR BUILDINGS Organization: NBN
Date: 2002-06-28
Description: (4) Section 6 gives characteristic values of imposed loads for floors and roofs according to category of use in the following areas in buildings: - residential, social, commercial and administration areas;- garage and vehicle traffic areas;- areas for storage and industrial activities;- roofs;- helicopter landing areas.
CEN - EN 1991-1-1 - EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-1: GENERAL ACTIONS - DENSITIES, SELF-WEIGHT, IMPOSED LOADS FOR BUILDINGS - INCORPORATING CORRIGENDUM MARCH 2009 Organization: CEN
Date: 2002-04-01
Description: (4) Section 6 gives characteristic values of imposed loads for floors and roofs according to category of use in the following areas in buildings: - residential, social, commercial and administration areas; - garage and vehicle traffic areas; - areas for storage and industrial activities; - roofs; - helicopter landing areas.
DIN EN 1991-1-1 - EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-1: GENERAL ACTIONS - DENSITIES, SELF-WEIGHT, IMPOSED LOADS FOR BUILDINGS (INCLUDES CORRIGENDUM AC:2009) Organization: DIN
Date: 2010-12-01
Description: (4) Section 6 gives characteristic values of imposed loads for floors and roofs according to category of use in the following areas in buildings: - residential, social, commercial and administration areas; - garage and vehicle traffic areas; - areas for storage and industrial activities; - roofs; - helicopter landing areas.
DS/EN 15282 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES Organization: DS
Date: 2007-04-04
Description: This European Standard applies where: a) the tank is cylindrical and symmetrical on plan and is mounted on a load-bearing base substantially at or above ground level; b) the multiple of the tank diameter in meters and the wall height in meters has a value within the range 5 to 500; c) the tank diameter does not exceed 100 m, and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid exerting negligible friction force in the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents.
DSF/FPREN ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES (ISO/FDIS 28765:2015) Organization: DS
Description: It applies where a) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level; b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500; c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard); k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
DS/EN ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES Organization: DS
Date: 2016-02-18
Description: It applies where a) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level; b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500; c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard); k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
NBN - EN ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES (ISO 28765:2016) Organization: NBN
Date: 2016-03-31
Description: It applies wherea) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level;b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500;c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m;d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process;e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa;f) the walls of the tank are vertical;g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100;h) there is negligible inertial and impact load due to tank filling;i) the minimum thickness of the tank shell is 1,5 mm;j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard);k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
NBN - EN ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES (ISO 28765:2016) Organization: NBN
Date: 2016-03-31
Description: It applies wherea) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level;b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500;c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m;d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process;e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa;f) the walls of the tank are vertical;g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100;h) there is negligible inertial and impact load due to tank filling;i) the minimum thickness of the tank shell is 1,5 mm;j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard);k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES - SECOND EDITION Organization: ISO
Date: 2016-01-15
Description: It applies where a) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level; b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500; c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard); k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
NBN - EN 15282 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES Organization: NBN
Date: 2007-06-19
Description: This European Standard applies where:a) the tank is cylindrical and symmetrical on plan and is mounted on a load-bearing base substantially at or above ground level;b) the multiple of the tank diameter in meters and the wall height in meters has a value within the range 5 to 500;c) the tank diameter does not exceed 100 m, and the total wall height does not exceed 50 m;d) the stored material has the characteristics of a liquid exerting negligible friction force in the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process;e) the internal pressure above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa;f) the walls of the tank are vertical;g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents.
NBN - EN 15282 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES Organization: NBN
Date: 2007-06-19
Description: This European Standard applies where:a) the tank is cylindrical and symmetrical on plan and is mounted on a load-bearing base substantially at or above ground level;b) the multiple of the tank diameter in meters and the wall height in meters has a value within the range 5 to 500;c) the tank diameter does not exceed 100 m, and the total wall height does not exceed 50 m;d) the stored material has the characteristics of a liquid exerting negligible friction force in the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process;e) the internal pressure above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa;f) the walls of the tank are vertical;g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents.
CEN - EN ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES Organization: CEN
Date: 2016-02-01
Description: It applies where a) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level; b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500; c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard); k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
DIN EN ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES (ISO 28765:2016) Organization: DIN
Date: 2016-10-01
Description: It applies where a) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level; b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500; c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard); k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
BSI - BS 5395-3 - STAIRS, LADDERS AND WALKWAYS - PART 3: CODE OF PRACTICE FOR THE DESIGN OF INDUSTRIAL TYPE STAIRS, PERMANENT LADDERS AND WALKWAYS - AMD 14247: MARCH 26, 2003 Organization: BSI
Date: 1985-11-29
Description: Covers factors affecting choice of means of access or escape, structural materials, dimensions, safety equipment, platform and walkway floor loads. Refers to BS 5395 Parts 1 and 2 for general design of stairs and to BS 6180 for general design of protective barriers.
NBN - EN 1991-1-1 - EUROCODE 1: ACTIONS SUR LES STRUCTURES - PARTIE 1-1: ACTIONS GÉNÉRALES - POIDS VOLUMIQUES, POIDS PROPRES, CHARGES D'EXPLOITATION BÂTIMENTS Organization: NBN
Date: 2002-06-28
Description: (4) Section 6 gives characteristic values of imposed loads for floors and roofs according to category of use in the following areas in buildings: - residential, social, commercial and administration areas;- garage and vehicle traffic areas;- areas for storage and industrial activities;- roofs;- helicopter landing areas.
DS/EN ISO 11855-4 - BUILDING ENVIRONMENT DESIGN - DESIGN, DIMENSIONING, INSTALLATION AND CONTROL OF EMBEDDED RADIANT HEATING AND COOLING SYSTEMS - PART 4: DIMENSIONING AND CALCULATION OF THE DYNAMIC HEATING AND COOLING CAPACITY OF THERMO ACTIVE BUILDING SYSTEMS (TABS) (ISO 11855-4:2012) Organization: DS
Date: 2015-08-14
Description: This European Standard is applicable to water based embedded surface heating and cooling systems in residential, commercial and industrial buildings. The methods apply to systems integrated into the wall, floor or ceiling construction without any open air gaps.

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