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Position: Chinese Standard in English/GB 50936-2014
GB 50936-2014   Technical Code for Concrete Filled Steel Tubular Structures (English Version)
Standard No.: GB 50936-2014 Status:valid remind me the status change

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Language:English File Format:PDF
Word Count: 25,000 words Price(USD):480.0 remind me the price change

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Implemented on:2014-12-1 Delivery: via email in 1 business day
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Standard No.: GB 50936-2014
English Name: Technical Code for Concrete Filled Steel Tubular Structures
Chinese Name: 钢管混凝土结构技术规范
Professional Classification: GB    National Standard
Issued by: MOHURD
Issued on: 2014-03-31
Implemented on: 2014-12-1
Status: valid
Language: English
File Format: PDF
Word Count: 25,000 words
Price(USD): 480.0
Delivery: via email in 1 business day
1 General Provisions 1.0.1 This code is formulated with view to implementing the national technical and economic policies in the design, member manufacturing and project construction of concrete filled steel tubular structures and realizing safety, applicability and economy. 1.0.2 This code is applicable to the design, member manufacturing and construction of industrial and civil buildings and general structures of concrete filled steel tubular structures. 1.0.3 The design, member manufacturing and construction of concrete filled steel tubular structures shall not only meet the requirements stipulated in this code, but also comply with those in the current relevant national standards. 2 Terms and Symbols 2.1 Terms 2.1.1 Concrete filled steel tubular members Members with steel tubes filled with concrete, including solid and hollow concrete filled steel tubular members. Their sections may be circular, rectangle and polygonal; hereinafter referred to as CFST members. 2.1.2 Concrete filled steel tubular structures Structures with concrete filled steel tubular members as the primary load-carrying members, hereinafter referred to as CFST structures. 2.1.3 Solid concrete filled steel tubular members Members with steel tube filled up with concrete, hereinafter referred to as S-CFST members. 2.1.4 Hollow concrete filled steel tubular members Hollow concrete filled steel tubular members made through centrifugation method by injecting a certain amount of concrete into the empty steel tubes, hereinafter referred to as H-CFST members. 2.1.5 Steel ratio The ratio of steel tube area to concrete area on the member section. 2.1.6 Hollow ratio The ratio of the area of hollow part to the total area of concrete and hollow part on the section of hollow concrete filled steel tubular member. 2.1.7 Confinement coefficient The ratio of the product of steel tube area and design steel strength to that of the concrete area and design concrete strength on the member section. 2.1.8 Sea sand concrete filled steel tubular members Concrete filled steel tubular members manufactured with sea sand concrete. 2.1.9 Recycled concrete filled steel tubular members Concrete filled steel tubular members manufactured with recycled aggregate concrete. 2.2 Symbols 2.2.1 Action, action effect and resistance N - the design value of axial pressure; Nt - the design value of axial tension;
Contents Foreword I 1 General Provisions 2 Terms and Symbols 2.1 Terms 2.2 Symbols 3 Materials 3.1 Steel 3.2 Concrete 3.3 Connecting Materials 4 Basic Requirements 4.1 General Requirements 4.2 Structural Analysis and Design Principle 4.3 S-CFST Structure 4.4 Hollow-CFST Structure 5 Design of Load-carrying Capacities for Circular and Polygonal CFST Members 5.1 Load-carrying Capacities and Rigidity Calculations of Single CFST Columns under Single Stress Condition 5.2 Load-carrying Capacity Calculation of Latticed CFST Member under Single Stress Condition 5.3 Load-carrying Capacity Calculation of CFST Members under Complex Stress Conditions 5.4 Effects of Concrete Creep on Load-carrying Capacity of Member 6 Design of Load-carrying Capacities for Solid Circular CFST Members 6.1 Load-carrying Capacity Calculation of Single Axial Loaded Column 6.2 Calculation of Horizontal Shear Capacity for Single Column 6.3 Calculation of Local Compression 6.4 Load-carrying Capacity Calculation of CFST Latticed Column 7 Design of Connection and Joints 7.1 General Requirements 7.2 Solid-CFST Members Connections and Joints 7.3 Hollow-CFST Members Connections and Joints 7.4 Column Base Joint 8 Fireproofing Design 9 Manufacture and Construction 9.1 Manufacture of Steel Tube 9.2 Rust Removal and Preservative Coating of CFST Members 9.3 Concrete Pouring and Construction of S-CFST Members 9.4 Manufacture of Hollow-CFST Members 9.5 Construction of CFST Structures Appendix A Shape Constants for Various Sections Appendix B Design Values for Compressive Strength of CFST Members Appendix C Joint Design of Steel Beam with CFST Column by Outside Stiffener Rings Appendix D RC Beam to Circular CFST Column Ring-beam Joints Calculation Methods Appendix E CFST Members Fireproofing Calculation Methods Explanation of Wording in This Code List of Quoted Standards
Referred in GB 50936-2014:
*GB 50009-2012 Load Code for the Design of Building Structures
*GB 50010-2010(2015) Code for design of concrete structures
*GB 50011-2010(2016) Code for Seismic Design of Buildings (2016)
*GB 50017-2017 Code for design of steel structures
*GB/T 50107-2010 Standard for Evaluation of Concrete Compressive Strength
*GB 50135-2019 Standard for design of high-rising structures
*GB 50191-2012 Design code for antiseismic of special structures
*GB 50205-2020 Standard for acceptance of construction quality of steel structures
*GB 50661-2011 Code for welding of steel structures
*GB 50666-2011 Code for construction of concrete structures
*GB 50755-2012 Code for Construction of Steel Structures
*GB/T 4623-2006 Circular Concrete Pole
*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 3632-2008 Sets of torshear type high strength bolt hexagon nut and plain washer for steel structures
*GB/T 5117-2012 Covered electrodes for manual metal arc welding of non-alloy and fine grain steels
*GB/T 5118-2012 Covered electrodes for manual metal arc welding of creep-resisting steels
*GB/T 5780-2016 Hexagon Head Bolts – Product Grade C
*GB/T 5782-2016 Hexagon head bolts
*GB/T 8110-2020 Wire electrodes and weld deposits for gas shielded metal arc welding of non alloy and fine grain steels
*GB/T 9793-2012 Thermal spraying - Metallic and other inorganic coatings - Zinc,aluminium and their alloys
*GB/T 10433-2002 Cheese head studs for arc stud welding
*GB/T 13912-2020 Metallic coatings—Hot dip galvanized coatings on fabricated iron and steel articles—Specifications and test methods
*GBT19352-
*JGJ 3-2010 Technical Specification for Concrete Structures of Tall Building
*JGJ 99-2015 Technical Specification for Steel Structure of Tall Building
*JGJ 206-2010 Technical code for application of sea sand concrete
*JGJ/T 240-2011 Technical specification for application of recycled aggregate
*JGJ/T 283-2012 Technical specification for application of self-compacting concrete
*JG/T 178-2005 Cold-formed steel hollow sections for building structures
GB 50936-2014 is referred in:
*GB 50017-2017 Code for design of steel structures
Code of China
Standard
GB 50936-2014  Technical Code for Concrete Filled Steel Tubular Structures (English Version)
Standard No.GB 50936-2014
Statusvalid
LanguageEnglish
File FormatPDF
Word Count25,000 words
Price(USD)480.0
Implemented on2014-12-1
Deliveryvia email in 1 business day
Detail of GB 50936-2014
Standard No.
GB 50936-2014
English Name
Technical Code for Concrete Filled Steel Tubular Structures
Chinese Name
钢管混凝土结构技术规范
Chinese Classification
Professional Classification
GB
ICS Classification
Issued by
MOHURD
Issued on
2014-03-31
Implemented on
2014-12-1
Status
valid
Superseded by
Superseded on
Abolished on
Superseding
Language
English
File Format
PDF
Word Count
25,000 words
Price(USD)
480.0
Keywords
GB 50936-2014, GB/T 50936-2014, GBT 50936-2014, GB50936-2014, GB 50936, GB50936, GB/T50936-2014, GB/T 50936, GB/T50936, GBT50936-2014, GBT 50936, GBT50936
Introduction of GB 50936-2014
1 General Provisions 1.0.1 This code is formulated with view to implementing the national technical and economic policies in the design, member manufacturing and project construction of concrete filled steel tubular structures and realizing safety, applicability and economy. 1.0.2 This code is applicable to the design, member manufacturing and construction of industrial and civil buildings and general structures of concrete filled steel tubular structures. 1.0.3 The design, member manufacturing and construction of concrete filled steel tubular structures shall not only meet the requirements stipulated in this code, but also comply with those in the current relevant national standards. 2 Terms and Symbols 2.1 Terms 2.1.1 Concrete filled steel tubular members Members with steel tubes filled with concrete, including solid and hollow concrete filled steel tubular members. Their sections may be circular, rectangle and polygonal; hereinafter referred to as CFST members. 2.1.2 Concrete filled steel tubular structures Structures with concrete filled steel tubular members as the primary load-carrying members, hereinafter referred to as CFST structures. 2.1.3 Solid concrete filled steel tubular members Members with steel tube filled up with concrete, hereinafter referred to as S-CFST members. 2.1.4 Hollow concrete filled steel tubular members Hollow concrete filled steel tubular members made through centrifugation method by injecting a certain amount of concrete into the empty steel tubes, hereinafter referred to as H-CFST members. 2.1.5 Steel ratio The ratio of steel tube area to concrete area on the member section. 2.1.6 Hollow ratio The ratio of the area of hollow part to the total area of concrete and hollow part on the section of hollow concrete filled steel tubular member. 2.1.7 Confinement coefficient The ratio of the product of steel tube area and design steel strength to that of the concrete area and design concrete strength on the member section. 2.1.8 Sea sand concrete filled steel tubular members Concrete filled steel tubular members manufactured with sea sand concrete. 2.1.9 Recycled concrete filled steel tubular members Concrete filled steel tubular members manufactured with recycled aggregate concrete. 2.2 Symbols 2.2.1 Action, action effect and resistance N - the design value of axial pressure; Nt - the design value of axial tension;
Contents of GB 50936-2014
Contents Foreword I 1 General Provisions 2 Terms and Symbols 2.1 Terms 2.2 Symbols 3 Materials 3.1 Steel 3.2 Concrete 3.3 Connecting Materials 4 Basic Requirements 4.1 General Requirements 4.2 Structural Analysis and Design Principle 4.3 S-CFST Structure 4.4 Hollow-CFST Structure 5 Design of Load-carrying Capacities for Circular and Polygonal CFST Members 5.1 Load-carrying Capacities and Rigidity Calculations of Single CFST Columns under Single Stress Condition 5.2 Load-carrying Capacity Calculation of Latticed CFST Member under Single Stress Condition 5.3 Load-carrying Capacity Calculation of CFST Members under Complex Stress Conditions 5.4 Effects of Concrete Creep on Load-carrying Capacity of Member 6 Design of Load-carrying Capacities for Solid Circular CFST Members 6.1 Load-carrying Capacity Calculation of Single Axial Loaded Column 6.2 Calculation of Horizontal Shear Capacity for Single Column 6.3 Calculation of Local Compression 6.4 Load-carrying Capacity Calculation of CFST Latticed Column 7 Design of Connection and Joints 7.1 General Requirements 7.2 Solid-CFST Members Connections and Joints 7.3 Hollow-CFST Members Connections and Joints 7.4 Column Base Joint 8 Fireproofing Design 9 Manufacture and Construction 9.1 Manufacture of Steel Tube 9.2 Rust Removal and Preservative Coating of CFST Members 9.3 Concrete Pouring and Construction of S-CFST Members 9.4 Manufacture of Hollow-CFST Members 9.5 Construction of CFST Structures Appendix A Shape Constants for Various Sections Appendix B Design Values for Compressive Strength of CFST Members Appendix C Joint Design of Steel Beam with CFST Column by Outside Stiffener Rings Appendix D RC Beam to Circular CFST Column Ring-beam Joints Calculation Methods Appendix E CFST Members Fireproofing Calculation Methods Explanation of Wording in This Code List of Quoted Standards
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Keywords:
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