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Position: Chinese Standard in English/CECS 410-2015
CECS 410-2015   Technical specification for stainless steel structures (English Version)
Standard No.: CECS 410-2015 Status:valid remind me the status change

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Language:English File Format:PDF
Word Count: 45000 words Price(USD):2100.0 remind me the price change

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Implemented on:2015-12-1 Delivery: via email in 1 business day
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Standard No.: CECS 410-2015
English Name: Technical specification for stainless steel structures
Chinese Name: 不锈钢结构技术规范
Chinese Classification: P26    Metal structure engineering
Professional Classification: CECS    Engineering Construction Standard
Issued by: Ministry of Industry and Information Technology
Issued on: 2015-07-31
Implemented on: 2015-12-1
Status: valid
Language: English
File Format: PDF
Word Count: 45000 words
Price(USD): 2100.0
Delivery: via email in 1 business day
1 General provisions 1.0.1 This Specification is formulated with a view to implementing the technical and economic policies of the nation during the design and construction of stainless steel structures, and thus achieving safety and applicability, advanced technology, economic rationality, and guaranteed quality. 1.0.2 This Specification is applicable to the design and construction of stainless steel structures in industrial and civil buildings and structures. This Specification is not applicable to load-bearing structures and components that need fatigue analysis under direct dynamic load. 1.0.3 This Specification is formulated according to the current national standards GB 50153 Unified standard for reliability design of engineering structures and GB 50068 Unified standard for reliability design of building structures. 1.0.4 In the design of stainless steel structures, the materials, structure scheme and construction measures shall be selected reasonably to ensure the structures meet the requirements of strength, stability and stiffness during transportation, installation and use process, and meet the corrosion prevention, fire prevention, maintenance and other requirements. 1.0.5 In addition to this Specification, the design and construction of stainless steel structures shall also comply with the current relevant standards of the nation. 2 Terms and symbols 2.1 Terms 2.1.1 stainless steel steel with stainless and corrosion resistance as the main characteristics, and with a chromium content of at least 10.5% and a carbon content of not more than 1.2% 2.1.2 austenitic stainless steel non-magnetic stainless steel with matrix primarily of austenite structure (γ-phase) of face-centered cubic crystal structure, and is mainly strengthened by cold working and may lead to a certain magnetism 2.1.3 ferritic stainless steel magnetic stainless steel with matrix primarily of ferritic structure (α-phase) of body-centered cubic crystal structure, and generally cannot be hardened by heat treatment but may be slightly strengthened by cold working 2.1.4 duplex (austenitic-ferritic) stainless steel magnetic stainless steel with matrix of austenitic and ferritic structure (where the content of the lesser phase is generally greater than 15%) and may be strengthened by cold working 2.1.5 proof strength corresponding stress when the residual strain of the material is 0.2% 2.1.6 strain hardening coefficient coefficient reflecting the increase in strength of stainless steel materials when plastic strain occurs 2.1.7 tangent modulus of elasticity slope of a stress point on a material stress-strain curve 2.1.8 element the flat part between the two adjacent longitudinal edges of the member 2.1.9 stiffened element element with both longitudinal edges connected to other elements 2.1.10 partially stiffened element element with one longitudinal edge connected to other elements and the other longitudinal edge stiffened by a conforming element with roll rim 2.1.11 un-stiffened element element with one longitudinal edge connected to other elements and the other longitudinal edge is free 2.1.12 uniformly compressed element element bearing in-plane uniformly distributed compressive stress 2.1.13 non-uniformly compressed element element bearing in-plane non-uniformly distributed compressive stress 2.1.14 width-to-thickness ratio the ratio of the width to the thickness of the flat area of the element 2.1.15 diameter-to-thickness ratio the ratio of the diameter to the thickness of a circular tube 2.1.16 effective width-to-thickness ratio the ratio of calculated width to the thickness in considering the post-buckling strength of compressed steel plate and the reduced element width in simplified calculation 2.1.17 cold working processing methods of punching shear, bending and stretching materials at room temperature 2.1.18 effect of cold working material performance change due to material processing at room temperature 2.1.19 resistance spot welding resistance welding method of assembling workpieces to overlap joints compressed between two electrodes and using resistance heat to form solder joints 2.1.20 blind rivet rivets for one-sided riveting When riveting, the rivet mandrel is pulled by a special hitter, which expands the rivet body to rivet
Foreword ii 1 General provisions 2 Terms and symbols 2.1 Terms 2.2 Symbols 3 Materials 3.1 Stainless steel for structures 3.2 Connecting materials 3.3 Design indexes 4 Basic requirements of design 4.1 Design principles 4.2 Action and action effects 4.3 General requirements of configuration 4.4 Requirements for structural deformation 6.2 Calculation of fastener connection 6.3 Connection structure 7 Protection 7.1 Maintenance 7.2 Fire resistance and heat insulation 8 Production and installation 8.1 General requirements 8.2 Processing 8.3 Welding and fastening connections 8.4 Storage, transportation and installation Annex A Overall critical flexural-torsional buckling moment of beams Annex B Steel sectional properties Annex C Calculation of bimoment B of simply supported beam Explanation of wording in this specification List of quoted standards
Referred in CECS 410-2015:
*GB 50009-2012 Load Code for the Design of Building Structures
*GB 50011-2010(2016) Code for Seismic Design of Buildings (2016)
*GB 50016-2014(2018)-Provisions Provisions of Code for Fire Protection Design of Buildings
*GB 50017-2017 Code for design of steel structures
*GB 50068-2018 Unified standard reliability design of building structures
*GB 50153-2008 Unified Standard for Reliability Design of Engineering Structures
*GB 50205-2020 Standard for acceptance of construction quality of steel structures
*GB/T 983-2012 Stainless steel covered electrodes
*GB/T 1228-2006 High Strength Bolts with Large Hexagon Head for Steel Structures
*GB/T 1229-2006 High Strength Large Hexagon Nuts for Steel Structures
*GB/T 1230-2006 High Strength Plain Washers for Steel Structures
*GB/T 1231-2006 Specifications of High Strength Bolts with Large Hexagon Head, Lar
*GB/T 3098.6-2014 Mechanical Properties of fasteners- Stainless steel bolts, screws and studs
*GB/T 3098.15-2014 Mechanecal properties of fasteners-Nuts made of stainless-steel
*GB/T 3098.18-2004 Mechanical properties of fasteners - Blind rivets testing
*GB/T 3098.21-2014 Mechanical properties of fasteners. Stainless steel tapping screws
*GB/T 3280-2015 Cold rolled stainless steel plate, sheet and strip
*GB/T 3632-2008 Sets of torshear type high strength bolt hexagon nut and plain washer for steel structures
*GB/T 4237-2015 Hot rolled stainless steel plate,sheet and strip
*GB/T 12770-2012 Welded stainless steel tubes for mechanical structures
*GB/T 14975-2012 Seamless stainless steel tubes for structure
*GB/T 17853-2018 Tubular cored electrodes for stainless steels
*GB/T 17854-2018 Solid wire electrodes/flux combinations for submerged arc welding of stainless steels
*GB/T 20878-2007 Stainless and heat-resisting steels—Designation and chemical composition
*GB/T 25821-2010 Stainless steel wire strand
*CECS 200-2006 Technical code for fire safety of steel structure in buildings
*JG/T 200-2007 Stainless steel strand for structures
Code of China
Standard
CECS 410-2015  Technical specification for stainless steel structures (English Version)
Standard No.CECS 410-2015
Statusvalid
LanguageEnglish
File FormatPDF
Word Count45000 words
Price(USD)2100.0
Implemented on2015-12-1
Deliveryvia email in 1 business day
Detail of CECS 410-2015
Standard No.
CECS 410-2015
English Name
Technical specification for stainless steel structures
Chinese Name
不锈钢结构技术规范
Chinese Classification
P26
Professional Classification
CECS
ICS Classification
Issued by
Ministry of Industry and Information Technology
Issued on
2015-07-31
Implemented on
2015-12-1
Status
valid
Superseded by
Superseded on
Abolished on
Superseding
Language
English
File Format
PDF
Word Count
45000 words
Price(USD)
2100.0
Keywords
CECS 410-2015, CECS/T 410-2015, CECST 410-2015, CECS410-2015, CECS 410, CECS410, CECS/T410-2015, CECS/T 410, CECS/T410, CECST410-2015, CECST 410, CECST410
Introduction of CECS 410-2015
1 General provisions 1.0.1 This Specification is formulated with a view to implementing the technical and economic policies of the nation during the design and construction of stainless steel structures, and thus achieving safety and applicability, advanced technology, economic rationality, and guaranteed quality. 1.0.2 This Specification is applicable to the design and construction of stainless steel structures in industrial and civil buildings and structures. This Specification is not applicable to load-bearing structures and components that need fatigue analysis under direct dynamic load. 1.0.3 This Specification is formulated according to the current national standards GB 50153 Unified standard for reliability design of engineering structures and GB 50068 Unified standard for reliability design of building structures. 1.0.4 In the design of stainless steel structures, the materials, structure scheme and construction measures shall be selected reasonably to ensure the structures meet the requirements of strength, stability and stiffness during transportation, installation and use process, and meet the corrosion prevention, fire prevention, maintenance and other requirements. 1.0.5 In addition to this Specification, the design and construction of stainless steel structures shall also comply with the current relevant standards of the nation. 2 Terms and symbols 2.1 Terms 2.1.1 stainless steel steel with stainless and corrosion resistance as the main characteristics, and with a chromium content of at least 10.5% and a carbon content of not more than 1.2% 2.1.2 austenitic stainless steel non-magnetic stainless steel with matrix primarily of austenite structure (γ-phase) of face-centered cubic crystal structure, and is mainly strengthened by cold working and may lead to a certain magnetism 2.1.3 ferritic stainless steel magnetic stainless steel with matrix primarily of ferritic structure (α-phase) of body-centered cubic crystal structure, and generally cannot be hardened by heat treatment but may be slightly strengthened by cold working 2.1.4 duplex (austenitic-ferritic) stainless steel magnetic stainless steel with matrix of austenitic and ferritic structure (where the content of the lesser phase is generally greater than 15%) and may be strengthened by cold working 2.1.5 proof strength corresponding stress when the residual strain of the material is 0.2% 2.1.6 strain hardening coefficient coefficient reflecting the increase in strength of stainless steel materials when plastic strain occurs 2.1.7 tangent modulus of elasticity slope of a stress point on a material stress-strain curve 2.1.8 element the flat part between the two adjacent longitudinal edges of the member 2.1.9 stiffened element element with both longitudinal edges connected to other elements 2.1.10 partially stiffened element element with one longitudinal edge connected to other elements and the other longitudinal edge stiffened by a conforming element with roll rim 2.1.11 un-stiffened element element with one longitudinal edge connected to other elements and the other longitudinal edge is free 2.1.12 uniformly compressed element element bearing in-plane uniformly distributed compressive stress 2.1.13 non-uniformly compressed element element bearing in-plane non-uniformly distributed compressive stress 2.1.14 width-to-thickness ratio the ratio of the width to the thickness of the flat area of the element 2.1.15 diameter-to-thickness ratio the ratio of the diameter to the thickness of a circular tube 2.1.16 effective width-to-thickness ratio the ratio of calculated width to the thickness in considering the post-buckling strength of compressed steel plate and the reduced element width in simplified calculation 2.1.17 cold working processing methods of punching shear, bending and stretching materials at room temperature 2.1.18 effect of cold working material performance change due to material processing at room temperature 2.1.19 resistance spot welding resistance welding method of assembling workpieces to overlap joints compressed between two electrodes and using resistance heat to form solder joints 2.1.20 blind rivet rivets for one-sided riveting When riveting, the rivet mandrel is pulled by a special hitter, which expands the rivet body to rivet
Contents of CECS 410-2015
Foreword ii 1 General provisions 2 Terms and symbols 2.1 Terms 2.2 Symbols 3 Materials 3.1 Stainless steel for structures 3.2 Connecting materials 3.3 Design indexes 4 Basic requirements of design 4.1 Design principles 4.2 Action and action effects 4.3 General requirements of configuration 4.4 Requirements for structural deformation 6.2 Calculation of fastener connection 6.3 Connection structure 7 Protection 7.1 Maintenance 7.2 Fire resistance and heat insulation 8 Production and installation 8.1 General requirements 8.2 Processing 8.3 Welding and fastening connections 8.4 Storage, transportation and installation Annex A Overall critical flexural-torsional buckling moment of beams Annex B Steel sectional properties Annex C Calculation of bimoment B of simply supported beam Explanation of wording in this specification List of quoted standards
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Keywords:
CECS 410-2015, CECS/T 410-2015, CECST 410-2015, CECS410-2015, CECS 410, CECS410, CECS/T410-2015, CECS/T 410, CECS/T410, CECST410-2015, CECST 410, CECST410