Today, We share an e-book of Indian Standard code IS 800 2007: General Construction In Steel – Code of Practice. Is 800 2007 For Structural Engineers and Civil Engineers. Generally, used in construction.
Is 800 2007 applies to general construction using hot rolled steel sections joined using riveting, bolting and welding. Specific provisions for Bridges, chimneys Cranes, Tanks, Transmission line towers, Bulk storage structures, tubular structures, cold formed light gauge steel sections, etc
- 1 IS 800 2007 CONTENTS
- 1.0.1 SECTION 1 GENERAL
- 1.0.2 SECTION 2 MATERIALS
- 1.0.3 SECTION 3 GENERAL DESIGN REQUIREMENTS
- 1.0.4 SECTION 4 METHODS OF STRUCTURAL ANALYSIS
- 1.0.5 SECTION 5 LIMIT STATE DESIGN
- 1.0.6 SECTION 6 DESIGN OF TENSION MEMBERS
- 1.0.7 SECTION 7 DESIGN OF COMPRESS1ON MEMBERS
- 1.0.8 SECTION 8 DESIGN OF MEMBERS SUBJECTED TO BENDING
- 1.0.9 SECTION 9 MEMBER SUBJECTED TO COMBINED FORCES
- 1.0.10 SECTION 10 CONNECTIONS
- 1.0.11 SECTION 11 WORKING STRESS DESIGN
- 1.0.12 SECTION 12 DESIGN AND DETAILING FOR EARTHQUAKE LOADS
- 1.0.13 SECTION 13 FATIGUE
- 1.0.14 SECTION 14 DESIGN ASSISTED BY TESTING
- 1.0.15 SECTION 15 DURABILITY
- 1.0.16 SECTION 16 FIRE RESISTANCE
- 1.0.17 SECTION 17 FABRICATION AND ERECTION
- 1.0.18 ANNEX A LIST OF REFERRED INDIAN STANDARDS
- 1.0.19 ANNEX B ANALYSIS AND DESIGN METHODS
- 1.0.20 ANNEX C DESIGN AGAINST FLOOR VIBRATION
- 1.0.21 ANNEX D DETERMINATION OF EFFECTIVE LENGTH OF COLUMNS
- 1.0.22 ANNEX E ELASTIC LATERAL TORSIONAL BUCKLING
- 1.0.23 ANNEX F CONNECTIONS
- 1.0.24 ANNEX G GENERAL RECOMMENDATIONS FOR STEELWORK TENDERS AND CONTRACTS
IS 800 2007 CONTENTS
SECTION 1 GENERAL
1.1 scope IS 800 2007 1.2 References 1.3 Terminology 1.4 Symbols 1.5 Units 1.6 Standard Dimensions, Form and Weight 1.7 Plans and Drawings 1.8 Convention for Member Axes.
SECTION 2 MATERIALS
2.1 General 2.2 Structural Steel 2.3 Rivets 2.4 Bolts, Nuts and Washers 2.5 Steel Casting 2.6 Welding Consumable 2.7 Other Materials.
SECTION 3 GENERAL DESIGN REQUIREMENTS
3.1 Basis for Design 3.2 Loads and Forces 3.3 Erection Loads 3.4 Temperature Effects 3.5 Load Combinations 3.6 Geometrical Properties 3.7 Classification of Cross-Sections 3.8 Maximum Effective Slenderness Ratio 3.9 Resistance to Horizontal Forces 3.10 Expansion Joints.
SECTION 4 METHODS OF STRUCTURAL ANALYSIS
4.1 Methods of Determining Action Effects 4.2 Forms of Construction Assumed for Structural Analysis 4.3 Assumptions in Analysis 4.4 Elastic Analysis 4.5 Plastic Analysis 4.6 Frame Buckling Analysis.
SECTION 5 LIMIT STATE DESIGN
5.1 Basis for Design 5.2 Limit State Design 5.3 Actions 5.4 Strength 5,5 Factors Governing the Ultimate Strength 5.6 Limit State of Serviceability.
SECTION 6 DESIGN OF TENSION MEMBERS
6.1 Tension Members 6.2 Design Strength Due to Yielding of Gross Section 6.3 Design Strength Due to Rupture of Critical Section 6.4 Design Strength Due to Block Shear.
SECTION 7 DESIGN OF COMPRESS1ON MEMBERS
7.1 Design Strength 7.2 Effective Length of Compression Members 7.3 Design Details 7.4 Column Bases 7.5 Angle Struts 7.6 Laced Columns 7.7 Battened Columns 7.8 Compression Members Composed of Two Components Back-to-Back. “is 800 2007”
SECTION 8 DESIGN OF MEMBERS SUBJECTED TO BENDING
8.1 General 8.2 Design Strength in Bending (Flexure) 8.3 Effective Length for Lateral Torsional Buckling 8.4 Shear 8.5 Stiffened Web Panels 8.6 Design of Beams and Plate Girders with Solid Webs 8.7 Stiffener Design 8.8 Box Girders 8.9 Purlins and Sheeting Rails (Girts) 8.10 Bending in a Non-Principal Plane.
SECTION 9 MEMBER SUBJECTED TO COMBINED FORCES
9.1 General 9.2 Combined Shear and Bending 9.3 Combined Axial Force and Bending Moment.
SECTION 10 CONNECTIONS
10.1 General 10.2 Location Details of Fasteners 10.3 Bearing Type Bolts 10.4 Friction Grip Type Bolting 10.5 Welds and Welding 10.6 Design of Connections 10.7 Minimum Design Action on Connection 10.8 Intersections 10.9 Choice of Fasteners 10.10 Connection Components 10.11 Analysis of a Bolt/Weld Group 10.12 Lug Angles.
SECTION 11 WORKING STRESS DESIGN
11.1 General 11.2 Tension Members 11.3 Compression Members 11.4 Members Subjected to Bending 11.5 Combined Stresses 11.6 Connections.
SECTION 12 DESIGN AND DETAILING FOR EARTHQUAKE LOADS
12.1 General 12.2 Load and Load Combinations 12.3 Response Reduction Factor 12.4 Connections, Joints and Fasteners 12.5 Columns 12.6 Storey Drift 12.7 Ordinary Concentrically Braced Frames (OCBF) 12.8 Special Concentrically Braced Frames (SCBF) 12.9 Eccentrically Braced Frames (EBF) 12. 10 Ordinary Moment Frames (OMF) 12.11 Special Moment Frames (SMF) 12.12 Column Bases.
SECTION 13 FATIGUE
13.1 General 13.2 Design 13.3 Detail Category 13.4 Fatigue Strength 13.5 Fatigue Assessment 13.6 Necessity for Fatigue Assessment.
SECTION 14 DESIGN ASSISTED BY TESTING
14.1 Need for Testing 14.2 Types of Test 14.3 Test Conditions 14.4 Test Loading 14.5 Criteria for Acceptance
SECTION 15 DURABILITY
15.1 General 15.2 Requirements for Durability
SECTION 16 FIRE RESISTANCE
16.1 Requirements 16.2 Fire Resistance Level 6.3 Period of Structural Adequacy (PSA) 16.4 Variation of Mechanical Properties of Steel with Temperature 16.5 Limiting Steel Temperature 16.6 Temperature Increase with Time in Protected Members 16.7 Temperature Increase with Time in Unprotected Members. is 800 2007 16.8 Determination of PSA from a Single Test 16.9 Three-Sided Fire Exposure Condition 16.10 Special Considerations 16.11 Fire Resistance Rating
SECTION 17 FABRICATION AND ERECTION
17.1 General 17.2 Fabrication Procedures 17.3 Assembly 17.4 Riveting 17.5 Bolting 17.6 Welding 17.7 Machining of Butts, Caps, and Bases 17.8 Painting 17.9 Marking 17.10 Shop Erection 17.11 Packing 17.12 Inspection and Testing 17.13 Site Erection 17.14 Painting After Erection 17.16 Steelwork Tenders and Contracts.
ANNEX A LIST OF REFERRED INDIAN STANDARDS
ANNEX B ANALYSIS AND DESIGN METHODS
- B-1 Advanced Structural Analysis and Design.
- B-2 Second Order Elastic Analysis and Design.
- B-3 Frame Instability Analysis.
ANNEX C DESIGN AGAINST FLOOR VIBRATION
- C-1 General
- C-2 Annoyance Criteria
- C-3 Floor Frequency
- C-4 Damping
- C-5 Acceleration
ANNEX D DETERMINATION OF EFFECTIVE LENGTH OF COLUMNS
- D-1 Method for Determining Effective Length of Columns in Frames
- D-2 Method for Determining Effective Length for Stepped Columns (see 7.2.2)
- D-3 Effective Length for Double Stepped Columns
ANNEX E ELASTIC LATERAL TORSIONAL BUCKLING
- E-1 Elastic Critical Moment
ANNEX F CONNECTIONS
- F-1 General
F-2 Beam Splices
F-3 Column Splice
F-4 Beam-to-Column Connections
F-5 Column Bases
ANNEX G GENERAL RECOMMENDATIONS FOR STEELWORK TENDERS
- G-1 General
G-2 Exchange of Information
G-3 Information Required by the Steelwork Designer
G+4 Information Required by Tenderer (If Not Also Designer)
G-6 Time Schedule
G-7 Procedure on Site
ANNEX H PLASTIC PROPERTIES OF BEAMS.
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