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IS 800:2007

Contents

Section 1 General
Section 2 Materials
Section 3 General design requirements
Section 4 Methods of structural analysis
Section 5 Limit state design
Section 6 Design of tension members
Section 7 Design of compression members
Section 8 Design of members subjected to bending
Section 9 Member subjected to combined forces
Section 10 Connections
Section 11 Working stress design
Section 12 Design and detailing for earthquake loads
Section 13 Fatigue
Section 14 Design assisted by testing
Section 15 Durability
- 15.1 General
- 15.2 Requirements for Durability
Section 16 Fire resistance
Section 17 Fabrication and erection
Annex A (Clause 1.1) list of referred indian standards
Annex B [Clause 4.1.1(c)] analysis and design methods
Annex C [Clauses 5.2.2.2(b) and 5.6.2] design against floor vibration
Annex D (Clause 7.2.2) determination of effective length of columns
Annex E (Clause 8.2.2.1) elastic lateral torsional buckling
- E-1 Elastic critical moment
Annex F (Clause 10.6.1) connections
Annex G (Clause 17.16) general recommendations for steelwork tenders and contracts
Annex H (Informative) plastic properties of beams
Amendment No. 1 january 2012

Standards BIS IS 800:2007Section 6 Design of tension members

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6Section 6 Design of tension members

IS 800:2007, General Construction in Steel — Code of Practice

Last Updated 29 Oct 2026

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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