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)

Index 505
Microcomputer (see Computer)
Minimum bar spacing 144
Minimum cement content 39
Minimum design dead load 14
Minimum eccentricity (columns) 265
Minimum lap length 144
Minimum links 143,210
Minimum prestressing force 339
Mix design 49
basic principles 50
DoE method 54
Road Note No. 4 method 50
Modular ratio 72, 180
Modulus of elasticity 38, 72
concrete 38, 180
prestressing tendons 361
reinforcement bars 69,72
Modulus of rupture 26
Moment-area theorem 175
Moment-axis notation 294
Moment redistribution 120, 133
redistribution ratio 120, 137
redistribution percentage 121
Moment vector notation 296
Neutral axis depth, factor 86,89,159
BS 8110 simplified block 96,105,
111,124
design tab les (BS 8110) 111,124
Nominal are a 76
Nominal (concrete) cover 39,40
Nominallinks (see Minimum links)
Nominal shear stress 199
Non-destructive testing 44
Non-evaporable water 26
Normal moment in slab 295
Normal probability distribution 7,8
Openings in deep beams 220
Ordinary Portland cement 19
Orthotropically reinforced slab 298
Over-reinforced beams 89,96
Parabola, properties of 151,152
Partial prestressing 333
Partially cracked section (BS 8110)
164
Partial safety factors 13, 14, 15
Permeability of concrete 39
Permissible pressure (thrust) zone 391
Permissible shear stress 210
Permissible tendon zone 343
Perry-Robertson formula 289
Plastic design, plastic hinge 133, 136
Plastic moment of resistance 133
Plastic theory of structures 303,319
Poisson's ratio of concrete 38
Portal method 422
Post-tensioning 335
Preliminary analysis and sizing 402
Prestressed concrete beams 333
class 1, 2, 3 members 333
computer application 488
deflections, long-term 371
deflections, short-term 369
design procedure 374, 393
design procedure (simplified) 376
design tab les (BS 8110) 337, 347,
354
generalflexuraltheory 355
ideal tendon profile 345
loss of prestress 348
prestress loss ratio 336
strength, flexural (BS 8110) 354
strength, shear (BS 8110) 362,365
strength, torsion (BS 8110) 368
Prestressed continuous beams 380
Prestressing tendons
characteristic breaking load 334
characteristic strength 13
modulus of elasticity 361
Pre-tensioning 334
Primary moment 380
Primary tension (compression)
failure 92
Primary torsion 224
Probability 3
Program listings (see Computer
application)
Rapid-hardening Portland cement 19,
20
Rebound hardness test 45
Rectangular stress block (BS
8110) 95,96
Redistribution of moments 120, 133
moment redistribution ratio, Pb
120, 127
moment redistribution %, P% 121
Reinforcement
anchorage bond length 45, 222
areas, tables of 494
bar mark 82,214
bending dimensions (BS 4466) 496,
497
bending schedule 452