Post on 14-Sep-2014
Design Handbook for Reinforced Concrete Elements, 2nd Edition A. Beletich and P. Uno Corrections and updates Corrections exist for the pages listed below. Please refer to page listings for details of each change. Page xi Page xii Page xiii Page xiv Page xv Page xvi Page xvii Page xviii Page 10 Page 10 Figure 1.5 Page 18 Page 23 Figure 2.7 Page 25 Table 2.4 AND page 285 Table 2.4 Page 26 Page 32 Table 3.2.1 Page 34 Table 3.3 Page 36 Page 41 Page 56 Page 57 Page 60 Equation 5.11 Page 61 Table 5.1 Page 62 Page 63 Page 68 Page 69 Page 70 Chart DRCB-32 Page 71 Question 2 Page 77 Figure 6.5 Page 82 Page 83 Page 103 Table 8.1 Page 107 Page 113 Page 116 AND Page 311, Chart D2 Page 123 AND page 314, Chart S3 Page 130 Page 131 Page 137 Page 139 Page 151 Page 154 Page 174 Page 179 Page 213 Figure 12.3 Page 216 Page 217 Page 222 Page 233 Question 3 Page 234 AND page 326, Chart FP Page 268 Equation 13.20 Page 271 Page 285 Table 2.4, refer to page 25 Page 287 Table 3.4 Pages 294-297 Pages 298-309 Page 311 Chart D2, also refer to page 116 Page 314 Chart S3, refer to page 123 Page 316 Chart V2 Page 319 Chart T3 Page 326 Chart FP, refer to page 234 Page 339 Chart RC4f65-9 Page 349 Chart RC2f32-9 Page 385
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 1
Page xi
Page xii
Page xiii
pmax
fcm
fc
ρ
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page xiv
Page xv
Page xvi
Page xvii
β1
β2
δ
β3
as
GR
f
, lesser oA
Page 2
st
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page xviii
Pages xi to xiii and Page 1, add the following symbols
Eu = Ultimate earthquake action.Su = Ultimate action due to combination of various actions.Ws = Serviceability wind action.Wu = Ultimate wind action.
Page 10
Page 18 alter dimension for γkud and identify figures a, b, c, d
Page 10 Figure 1.5
∆
δb , δs ∆
Φ or φγ
Muo
ba c
4
d
2
Page 3
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 23 Replace Figure 2.7
Page 26
Page 25 Table 2.4 AND Page 285 Table 2.4
Page 32 Ta
Page 34 Ta
Page 36
≥
0.0145
Page 4
ble 3.2.1
ble 3.3
f ’c
f ’cf
B2
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 41
Page 56
Page 57
Page 60 equatio
( scsc
.fA
−Φ=
Page 61 Table 5
'csc
sy2ssc
f85.0f
fAA
−=
477 + 66 = 543
'
Page 5
n 5.11 add Φ to denominator
)( )sc'c
2ddf85
M−
.1
0.650.02870.2219.998
dbf
ffAA
p sy
csyscst
−−
=1
85.0
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 6
Page 62
68 432
432
2706
390.5
432
390.5
74.574.5
432
506
432
0.148
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 7
Page 63
.
.
.
Page 68
Page 69 Figure 5.5
452
1.42
1.42642
3184
848
3404
0.0276 0.0126
0.0126
0.0276
38641764
1860
49415
4N24
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 69
Page 82
t
0.0250
8.46
49/419 = 0.117
0.009
0.0250
0.009 419
4193666
1320
0.0126
0.125
0.0126
Tensile Steel Ratio pt
0.0276
3720 3N24 13506N28 bars
3720 1350
419
0.0162
3
Page 8
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 9
Page 83
4.0
150
0.0114
0.0114
923
175175
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 10
Page 70 Replace Chart DRCB-32 with following
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 11
Page 71 Question 2
Page 77 Figure 6.5
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 103 Table 8.1
Page 107
Page 113
Page 116 and Page 311
∆
Act
fs
ks
/L
on Chart D2 cha
eff
M
∆
Pa
nge D to ∆
Icr
Page 12
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 13
Pages 123 and 314 replace chart S3 with following
OR
simply plot line for RL918 mesh from 16.8 kNm for d=80mm to 51.3 kNm for d-230mm on existing chart.
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 130
Page 131
Page 137
Page 139
Page 151
Page 154
kdd −
( )3kd
mm
fcs(sr)
m
1
2
β3
cfkd
×
d
2
sc
εcs
1
β
β
Page 14
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 174 Alter Text in Chart Heading and Vertical Axis Format
Page 179
Page 213 Figure 12.3
Page 216
Page 217
B1
2=0
(d)
≤
q
Page 15
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 16
Page 222
Page 233 Question 3
Pages 234 and 326 Chart FP Horizontal Axis Symbols
Page 268 Equation 13.20
Page 271
Page 287 Table 3.4 Modify Sketch
Page 385
M*2y
M*2x
M*1x
M*1y
qu
ΦVuc kN
αn
u
167
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 17
Pages 294, 295, 296, 297 Replace charts with following
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 18
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 19
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 20
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 21
Pages 298 – 309 Replace T-Beam Charts with following
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 22
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
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DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
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DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 25
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 26
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 27
Page 311 Chart D2 – Replace title block
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 28
Page 316 replace Chart V2
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 29
Page 319 replace Chart T3
DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS
Page 30
Page 339 replace Chart RC4f65-9 with Chart RC2f65-9 below
Page 349 replace Chart RC2f32-9 with RC4f32-9 below