Limit State Design of Reinforced Concrete |
Contents
1 | 1 |
SPECIFICATIONS FOR PORTLAND CEMENT | 7 |
1 | 14 |
1 | 20 |
11 | 29 |
13 | 36 |
17 | 44 |
LIMIT STATE OF SERVICEABILITY IN DEFLECTION AND CRACKING | 53 |
DESIGN OF BEAMS AND SLABS | 225 |
288 | 260 |
CHAPTER 12 | 309 |
63 | 315 |
CHAPTER 13 | 330 |
CIRCULAR SLABS | 339 |
FLAT SLABS | 357 |
DESIGN OF STAIR CASES | 379 |
CHAPTER 3 | 63 |
II | 83 |
III | 100 |
IV | 121 |
46 | 143 |
CHAPTER 7 | 154 |
49 | 162 |
12 | 168 |
52 | 175 |
CHAPTER 8 | 180 |
57 | 184 |
10 | 186 |
CHAPTER 9 | 194 |
64 | 198 |
5 | 210 |
I | 397 |
II | 413 |
III | 482 |
IV | 496 |
YIELD LINE THEORY AND DESIGN OF SLABS | 516 |
REDISTRIBUTION OF MOMENTS | 538 |
DESIGN OF FOOTINGS | 564 |
DESIGN OF RETAINING WALLS | 671 |
BUILDING FRAMES | 722 |
PRESTRESSED CONCRETE | 750 |
DESIGN OF MISCELLANEOUS STRUCTURES | 852 |
DETAILING OF EARTHQUAKE RESISTANT R C STRUCTURES | 872 |
APPENDIXA WORKING STRESS DESIGN METHOD | 896 |
Common terms and phrases
20 concrete aggregate anchor bars assumed b₁ bending bending moment cantilever cement centre Code column compression member compression reinforcement compressive force Computation concrete and Fe contraflexure crack critical section curve d max deflection development length diameter distance doubly reinforced section edge effective depth effective span equal equation fck bd2 fck bf fck Xu Fe 415 steel flange flexural fy Ast given by Eq Hence provide Indian Standard kN-m kN/m² limit limit state design live load M₁ maximum mm² Mulim N-mm N/m² N/mm² nominal cover Portland cement ratio reinforcing bars resistance shear reinforcement shear strength shear stress shown in Fig simply supported singly reinforced slab spacing stirrups strain stress block stress diagram stress-strain curve T-beam Table tensile tension reinforcement torsional under-reinforced section W₁ width x₁ Xu.max