design handbook errata

31
Design Handbook for Reinforced Concrete Elements, 2 nd 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

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Page 1: Design Handbook Errata

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

Page 2: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 1

Page xi

Page xii

Page xiii

pmax

fcm

fc

ρ

Page 3: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page xiv

Page xv

Page xvi

Page xvii

β1

β2

δ

β3

as

GR

f

, lesser o

A

Page 2

st

Page 4: Design Handbook Errata

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

Page 5: Design Handbook Errata

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

Page 6: Design Handbook Errata

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

Page 7: Design Handbook Errata

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

Page 8: Design Handbook Errata

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

Page 9: Design Handbook Errata

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

Page 10: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 9

Page 83

4.0

150

0.0114

0.0114

923

175175

Page 11: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 10

Page 70 Replace Chart DRCB-32 with following

Page 12: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 11

Page 71 Question 2

Page 77 Figure 6.5

Page 13: Design Handbook Errata

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

Page 14: Design Handbook Errata

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.

Page 15: Design Handbook Errata

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

Page 16: Design Handbook Errata

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

Page 17: Design Handbook Errata

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

Page 18: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 17

Pages 294, 295, 296, 297 Replace charts with following

Page 19: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 18

Page 20: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 19

Page 21: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 20

Page 22: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 21

Pages 298 – 309 Replace T-Beam Charts with following

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DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 22

Page 24: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 23

Page 25: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 24

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DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 25

Page 27: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 26

Page 28: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 27

Page 311 Chart D2 – Replace title block

Page 29: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 28

Page 316 replace Chart V2

Page 30: Design Handbook Errata

DESIGN HANDBOOK FOR REINFORCED CONCRETE ELEMENTS – ERRATA SHEETS

Page 29

Page 319 replace Chart T3

Page 31: Design Handbook Errata

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