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Indian Standard PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE ( Fourth Revision )
Rajan Sharma

Indian Standard PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE ( Fourth Revision )

Rajan Sharma | 29-Feb-2016 |
Indian Standard PLAIN AND REINFORCED CONCRETE , General , Materials , WORKMANSHIP , INSPECTION AND TESTING , GENERAL DESIGN CONSIDERATION , SPECIAL DESIGN REQUIREMENTS FOR STRUCTURAL MEMBERS AND SYSTEMS , STRUCTURAL DESIGN (LIMIT STATE METHOD) ,

Hi friends, here Rajan Sharma uploaded notes for Reinforced Concrete with title Indian Standard PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE ( Fourth Revision ). You can download this lecture notes, ebook by clicking on the below file name or icon.

1 SCOPE
2 REFERENCES
3 TERMINOLOGY
4 SYMBOLS
SECTION 2 -MATERIALS, WORKMANSHIP, INSPECTION AND TESTING
5 MATERIALS
5.1 Cement
5.2 Mineral Admixtures
5.3 Aggregates
5.4 Water
5 5 Admixtures
5.6 Reinforcement
5.7 Storage of Materials
6 CONCRETE
6.1 Grades
6.2 Properties of Concrete
7 WORKABILITYO F CONCRETE
8 DURABILITYO F CONCRETE
8.1 General
8.2 Requirements for Durability
9
10
11
CONCRETEM rx PROPORTIONING
9.1 Mix Proportion
9.2 Design Mix Concrete
9.3 Nominal Mix Concrete
PRODUCTIONO F CONCRETE
10.1 Quality Assurance Measures
10.2 Batching
10.3 Mixing
FORMWORK
11.1 General
11.2 Cleaning and Treatment of Formwork
1 I .3 Stripping Time
12 ASSEMBLYO FR EINFORCEMENT
13 TRANSPORTINPGL,A CING,C OMPACTIOANN DC URING
13.1 Transporting and Handling
13.2 Placing
13.3 Compaction
13.4 Construction Joints and Cold Joints
13.5 Curing
13.6 Supervision
14 CONCRERNGU NDERS PECIACLO NDITIONS
14.1 Work in Extreme Weather Conditions
14.2 Under-Water Concreting
15 SAMPLINGA ND STRENGTHOF D ESIGNEDCO NCRETMEr x
15.1 General
15.2 Frequency of Sampling
15.3 Test Specimen
15.4 Test Results of Sample
16 ACCEPTANCCREI TERIA
17 INSPECI-IOANN DT EFXJNOGF S TRWTURE
SECTION 3 GENERAL DESIGN CONSIDERATION
18 BASES FOR DEIGN
18.1 Aim of Design
18.2 Methods of Design
18.3 Durability, Workmanship and Materials
18.4 Design Process
I 9 LOADSA NDF ORCES
19.1’ General
19.2 Dead Loads
19.3 Imposed Loads, Wind Loads and Snow Loads
19;4 Earthquake Forces
19.5 Shrinkage, Creep and Temperature Effects
19.6 Other Forces and Effects
19.7 Combination of Loads
19.8 Dead Load Counteracting Other Loads and Forces
19.9 Design Load
20 STABILITYO FT HES TRUCTURE
20.1 Overturning
20.2 Sliding
20.3 Probable Variation in Dead Load
20.4 Moment Connection
20.5 Lateral Sway
2 1 FIRE RESISTANCE
22 ANALYSIS
22.1 General
22.2 Effective Span
22.3 Stiffness
22.4 Structural Frames
22.5 Moment and Shear Coefficients for Continuous Beams
22.6 Critical Sections for Moment and Shear
22.7 Redistribution of Moments
.
23 BEAMS
23.0 Effective Depth
23.1 T-Beams and L-Beams
23.2 Control of Deflection
23.3 Slenderness Limits for Beams to Ensure Lateral Stability
24 SOLID SLABS
24.1 General
24.2 Slabs Continuous Over Supports
24.3 Slabs Monolithic with Supports
24.4 Slabs Spanning in Two Directions~at Right Angles
24.5 Loads on Supporting Beams
25 COMPRESSIOMN EZMBERS
25.1 Definitions
25.2 Effective Length of Compression Members
25.3 Slenderness Limits for Columns
25.4 Minimum Eccentricity
26 REQUIREMENTGSO VERNINGR EINFORCEMENATN DD ETAILING
26.1 General
26.2 Development of Stress in Reinforcement
26.3 Spacing of Reinforcement
26.4 Nominal Cover to Reinforcement
26.5 Requirements of Reinforcement for Structural Members
27 EXPANSIOJNO MTS
SECTION 4 SPECIAL DESIGN REQUIREMENTS FOR
STRUCTURAL MEMBERS AND SYSTEMS
28 CONCRETEC ORBELS
28.1 General
28.2 Design
29 DEEP BEAMS
29.1 General
29.2 Lever Arm
29.3 Reinforcement
30 RIBBEDH, OLLOWB LOCKO RV OIDEDS LAB
30.1 General
30.2 Analysis of Structure
30.3 Shear
30.4 Deflection
30.5 Size and Position of Ribs
30.6 Hollow Blocks and Formers
30.7 Arrangement of Reinforcement
30.8 Precast Joists and Hollow Filler Blocks
3 1 FLAT SLABS
3 1.1 General
3 1.2 Proportioning
3 1.3 Determination of Bending Moment
3 1.4 Direct Design Method
3 1.5 Equivalent Frame Method
3 1.6 Shear in Flat Slab
3 1.7 Slab Reinforcement
3 1.8 Openings in Flat Slabs
32 WALLS
32.1 General
32.2 Empirical Design Method for Walls Subjected to Inplane Vertical Loads
32.3 Walls Subjected to Combined Horizontal and Vertical Forces
32.4 Design for Horizontal Shear
32.5 Minimum Requirements for Reinforcement in Walls
33 STAIRS
33.1 Effective Span of Stairs
33.2 Distribution of Loading on Stairs
33.3 Depth of Section
34 Foort~~s
34.1 General
34.2 Moments and Forces
34.3 Tensile Reinforcement
34.4 Transfer of Load at the Base of Column
34.5 Nominal Reinforcement
SECTION 5 STRUCTURAL DESIGN (LIMIT STATE METHOD)
35 SAFETY AND SERVKEABlLITYk KNIREMl?N’l’s
35.1 General
35.2 Limit State of Collapse
35.3 Limit States of Serviceability
35.4 Other Limit States
36 CHARACTERISTIACN D DESIGVN ALUEAS NDP ARTULS AFEI”FYA CTORS
36.1 Characteristic Strength of Materials
36.2 Characteristic Loads
36.3 Design Values
36.4 Partial Safety Factors
37 ANALYSIS
37.1 Analysis of Structure

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