BIS IS 456 : 2000(R2016)

FOREWORD
SECTION 1 - GENERAL
1 SCOPE
2 REFERENCES
3 TERMINOLOGY
4 SYMBOLS
SECTION 2 - MATERIALS, WORKMANSHIP, INSPECTION AND TESTING
5 MATERIALS
6 CONCRETE
7 WORKABILITY OF CONCRETE
8 DURABILITY OF CONCRETE
9 CONCRETE MIX PROPORTIONING
10 PRODUCTION OF CONCRETE
11 FORMWORK
12 ASSEMBLY OF REINFORCEMENT
13 TRANSPORTING, PLACING, COMPACTION AND CURING
14 CONCRETING UNDER SPECIAL CONDITIONS
15 SAMPLING AND STRENGTH OF DESIGNED CONCRETE MIX
16 ACCEPTANCE CRITERIA
17 INSPECTION AND TESTING OF STRUCTURE
SECTION 3 - GENERAL DESIGN CONSIDERATION
18 BASES FOR DESIGN
19 LOADS AND FORCES
20 STABILITY OF THE STRUCTURE
21 FIRE RESISTANCE
22 ANALYSIS
23 BEAMS
24 SOLID SLABS
25 COMPRESSION MEMBERS
26 REQUIREMENTS GOVERNING REINFORCEMENT AND DETAILING
27 EXPANSION JOINTS
SECTION 4 - SPECIAL DESIGN REQUIREMENTS FOR STRUCTURAL
            MEMBERS AND SYSTEMS
28 CONCRETE CORBELS
29 DEEP BEAMS
30 RIBBED, HOLLOW BLOCK OR VOIDED SLAB
31 FLAT SLABS
32 WALLS
33 STAIRS
34 FOOTINGS
SECTION 5 - STRUCTURAL DESIGN (LIMIT STATE METHOD)
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
ANNEX A - LIST OF REFERRED INDIAN STANDARDS
ANNEX B - STRUCTURAL DESIGN (WORKING STRESS METHOD)
ANNEX C - CALCULATION OF DEFLECTION
ANNEX D - SLABS SPANNING IN TWO DIRECTIONS
ANNEX E - EFFECTIVE LENGTH OF COLUMNS
ANNEX F - CALCULATION OF CRACKED WIDTH
ANNEX G - MOMENTS OF RESISTANCE FOR RECTANGULAR AND T-SECTIONS
ANNEX H - COMMITTEE COMPOSITION
ANNEX J - SELF COMPACTING CONCRETE

Describes the general structural use of plain and reinforced concrete.