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Content of IS 800 code 2007 pdf file
SECTION 1 -GENERAL
1.1 scope
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 SteeI 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 IS 800:2007
SECTION 7 -DESIGN OF COMPRESSION 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
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 Ordinav 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
16.3 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
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 Steelworks Tenders and Contracts ..
IS 800:2007
ANNEX A -LIST OF REFERRED INDIAN STANDARDS 117
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 AND CONTRACTS
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-5 Detailing
G-6 Time Schedule
G-7 Procedure on Site
G-8 Inspection
G-9 Maintenance
ANNEX H – PLASTIC PROPERTIES OF BEAMS
IS 800 code 2007 pdf download- Here
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