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IS 456:2000

Contents

Section 1 General
Section 2 Materials, workmanship, inspection and testing
Section 3 General design consideration
Section 4 Special design requirements for structural members and systems
Section 5 Structural design (limit state method)
Annex A (Clause 2) list of referred indian standards
Annex B (Clauses 18.2.2, 22.3.1, 22.7, 26.2.1 and 32.1) structural design (working stress method)
Annex C (Clauses 22.3.2, 23.2.1 and 42.1) calculation of deflection
Annex D (Clauses 24.4 and 37.1.2) slabs spanning in two directions
- D-1 Restrained slabs
- D-2 Simply supported slabs
Annex E (Clause 25.2) effective length of columns
Annex F (Clauses 35.3.2 and 43.1) calculation of crack width
Annex G (Clause 38.1) moments of resistance for rectangular and T-sections
- G-1 Rectangular sections
- G-2 Flanged section
Annex H (Foreword) committee composition
Amendment No. 1 june 2001
Amendment No. 2 september 2005
Amendment No. 3 august 2007

Standards BIS IS 456:2000Section 5 Structural design (limit state method)

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SEC-5Section 5 Structural design (limit state method)

IS 456:2000, Plain and Reinforced Concrete — Code of Practice

Last Updated 29 Oct 2026

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35 SAFETY AND SERVICEABILITY REQUIREMENTS
36 CHARACTERISTIC AND DESIGN VALUES AND PARTIAL SAFETY FACTORS
37 ANALYSIS
38 LIMIT STATE OF COLLAPSE : FLEXURE
39 LIMIT STATE OF COLLAPSE: COMPRESSION
40 LIMIT STATE OF COLLAPSE : SHEAR
41 LIMIT STATE OF COLLAPSE : TORSION
42 LIMIT STATE OF SERVICEABILITY: DEFLECTION
43 LIMIT STATE OF SERVICEABILITY: CRACKING