F. K. Kong MA, MSc, PhD, CEng, FICE, FIStructE, R. H. Evans CBE, DSc, D ès Sc, DTech, PhD, CEng, FICE, FIMechE, FIStructE (auth.)-Reinforced and Prestressed Concrete-Springer US (1987)

506 Index
bends 222, 495
bond,anchorage 145,221,222
bond, local 223
characteristic strength 12, 97
curtailment and anchorage 145,
146,327
density 405,406
design strength 69, 97
design stress/strain curve 69,97
design yield strain 69
detailing notation 82,214
distance between bars (max.) 144,
174,326
distance between bars (min.) 144
hooks 222, 495
lap length 144, 145
maximum steel ratio, beams 143
maximum steel ratio, columns 76
minimum steel ratio, beams 142,
143
minimum steel ratio, columns 76
minimum steel ratio, slabs 326,327
modulus of elasticity 69,72
secondary reinforcement 326, 327,
429
service stress fs 171
shear 204, 211
size of bars 73, 82, 406, 494
spacing (max.) 144,174,326
spacing (min.) 144
torsion 228, 235
transverse (flanged beams) 128,143
unit weight 405,406
Resulting moment 380
Rigid region 294, 308
Road Note No. 4 method 50
Robustness 412,429,442
Rotation vector notation 301
St Venant's torsion constant 225
Sand-heap analogy 226
Schmit rebound hammer 45
Second moment of area 161,163,407
Secondary moment 380
Secondary reinforcement 326, 327,
429
Secondary torsion 224
Serviceability !imit state 2, 156
Service stress f. 171
Setting time 19
Shear
beams, prestressed 345,392
beams, reinforced 198,209
deep beams 218
slabs 324
transfer mechanism 202
Shear centre 238
Shear compression (tension)
failure 201
Shear force envelope 215,435
Shear force tables (BS 8110)
continuous beams 410
continuous slabs 411
Shear-span/depth ratio 200
Shear reinforcement 204, 211
Shear stress Ve 210
Shear stress (max.) 210
Short columns 68, 76
Shrinkage curvature 181
Shrinkage of concrete 33, 180
loss of prestress due to 350
Sieve analysis 23
Sign convention
bending moment (sagging +ve) 333
eccentricity of tendon 334
moment vectors 296
prestressed concrete 333
rotation vectors 301
shear force (Fig. 9.2-5(b» 345
yield line 293
Simplified stress block (BS 8110) 96,
104,119
Size of reinforcement bars 73,82,406,
494
Sizing, preliminary 402
Slabs
computer-aided design (BS 8110)
486
computer application 486
design 325
design and detailing example 427,
431
design details (BS 8110) 326,328
elastic analysis 325
flexural strength (BS 8110) 292
Hillerborg's strip method 319
serviceabi!ity 325, 326
shear (BS 8110) 324
yield-line analysis 293
Siender beams 144
Siender columns
design procedure (BS 8110) 278
instability failure 274
material failure 275,286
Siender deep beams 220
Siump test 46, 47
Soundness of cement 20