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
Note: Bold numbers indicate main references
Actual resistance moments 154
Aggregate interlock 202
Aggregates 21
characteristics 22, 27
coarse 21,23
fine 21,23
grading 23,51
lightweight 21
sizes 21,23
strength 24
unit weight 24
Anchorage bond length 145,222
Anchorage bond stress 221
Anchorage of links 143, 221, 236
Anchorage of tendons 335
Balanced beam section 91,96, 106
Balanced failure
beams 91,96,106
columns 252, 280
Balanced steel ratio 91, 97, 106
Bar bending dimensions (BS 4466)
496,497
Bar bending schedule 452
Bar mark 82,214
Bar size 73, 82, 494
Beams .85,156
axialthrust 103
bar spacing 144,174
computer-aided design (BS 8110)
475,477
computer application 475, 477
concrete cover 39,146
continuous beams 133,409,410
crack control 173,326
crack width calculation (BS 8110)
187,188
deep beams 218
deftection calculation (BS 8110)
175,182
deftection control 168,172
design chart (BS 8110) 98, 498
design details (BS 8110) 142
design and detailing example 147,
432
effective span 103
effective width 127,148
elastic theory 157, 335, 382
fire resistance 146
ftanged beam 127,234,360
ftexural strength 86,89,98,105,
111,124
generalftexuraltheory 86
K' (= Mul/cubd 2 ) 105,110,123
lever-arm factor zid 89, 103, 111,
124
moment redistribution 120,133
preliminary analysis and sizing 402
rectangular stress block 96, 104, 119
shear strength 198,209,362
simplified stress block (BS 8110) 96,
104,119
slenderness limit 144
span/depth ratio 169,200,402
stress blocks 87, 94, 96
torsion 224, 234, 368
ultimate moment of resistance 87,
105,120
Beams, prestressed (see Prestressed
beams)
Bending and axialload
beams 103
columns 248, 265
Bending moment tab les (BS 8110)
continuous beams 410
continuous slabs 411