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IS 800 code 2007 pdf - Download Now in one Click
IS 800 code 2007 pdf

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

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