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12 Chapter 1 Introduction<br />
City Center, Minneapolis, Minnesota.<br />
CN Tower, Toronto, Canada (height 1465 ft, or 447 m).<br />
<strong>Concrete</strong> bridge for the city transit system, Washington, D.C.
12 Chapter 1 Introduction City Center, Minneapolis, Minnesota. CN Tower, Toronto, Canada (height 1465 ft, or 447 m). <strong>Concrete</strong> bridge for the city transit system, Washington, D.C.
References 13 <strong>Concrete</strong> bridge, Knoxville, Tennessee. Reinforced concrete grain silo using the slip form system. Brookings, South Dakota. REFERENCES 1. A. Ra’afat. The Art of Architecture and Reinforced <strong>Concrete</strong>. Halabi, Cairo, 1970. 2. R. S. Kirby, S. Withington, A. B. Darling, and F. G. Kilgour. Engineering in History. McGraw-Hill, New York, 1956. 3. H. Straub. A History of Civil Engineering. Leonard Hill, London, 1952. 4. E. Freyssinet. The Birth of Prestressing. Translation No. 29. Cement and <strong>Concrete</strong> Association, London, 1956.
- Page 3: Structural Concrete
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- Page 8 and 9: vi Contents 2.9 Shear Modulus 24 2.
- Page 10 and 11: viii Contents 8 Design of Deep Beam
- Page 12 and 13: x Contents 14.9 Design Requirements
- Page 14 and 15: xii Contents 21.5 Circular Beam Sub
- Page 16 and 17: xiv Preface 5. To explain the failu
- Page 18 and 19: xvi Preface A companion Web site fo
- Page 20 and 21: xviii Notation C c C m C r C s C t
- Page 22 and 23: xx Notation M 1s Factored end momen
- Page 24 and 25: xxii Notation ζ Parameter for eval
- Page 26 and 27: xxiv Conversion Factors To Convert
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- Page 31 and 32: 1.3 Advantages and Disadvantages of
- Page 33 and 34: 1.6 Units of Measurement 5 A second
- Page 35 and 36: 1.7 Loads 7 Table 1.2 Density and S
- Page 37 and 38: 1.10 Structural Concrete Design 9 F
- Page 39: 1.12 Concrete High-Rise Buildings 1
- Page 43 and 44: CHAPTER2 PROPERTIES OF REINFORCED C
- Page 45 and 46: 2.2 Compressive Strength 17 Table 2
- Page 47 and 48: 2.4 Tensile Strength of Concrete 19
- Page 49 and 50: 2.6 Shear Strength 21 The splitting
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- Page 53 and 54: 2.12 Creep 25 3. Type, Amount, and
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2.13 Models for Predicting Shrinkag
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2.13 Models for Predicting Shrinkag
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2.13 Models for Predicting Shrinkag
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2.14 Unit Weight of Concrete 69 Det
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2.17 Lightweight Concrete 71 Castin
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2.19 Steel Reinforcement 73 have pr
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2.19 Steel Reinforcement 75 Table 2
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2.19 Steel Reinforcement 77 Table 2
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References 79 Section 2.14 The unit
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Problems 81 2.10 Determine the modu
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CHAPTER3 FLEXURAL ANALYSIS OF REINF
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3.3 Behavior of Simply Supported Re
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3.3 Behavior of Simply Supported Re
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3.4 Types of Flexural Failure and S
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3.5 Load Factors 91 h c b d d t A s
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3.6 Strength Reduction Factor φ 93
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3.8 Equivalent Compressive Stress D
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3.8 Equivalent Compressive Stress D
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3.9 Singly Reinforced Rectangular S
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3.9 Singly Reinforced Rectangular S
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3.9 Singly Reinforced Rectangular S
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3.9 Singly Reinforced Rectangular S
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3.9 Singly Reinforced Rectangular S
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3.11 Adequacy of Sections 109 accom
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3.11 Adequacy of Sections 111 2. Ch
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3.12 Bundled Bars 113 2. Check ρ m
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3.13 Sections in the Transition Reg
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3.14 Rectangular Sections with Comp
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3.14 Rectangular Sections with Comp
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3.14 Rectangular Sections with Comp
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3.14 Rectangular Sections with Comp
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3.14 Rectangular Sections with Comp
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3.15 Analysis of T- and I-Sections
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3.15 Analysis of T- and I-Sections
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3.15 Analysis of T- and I-Sections
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3.15 Analysis of T- and I-Sections
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3.15 Analysis of T- and I-Sections
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3.18 Sections of Other Shapes 137 3
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3.19 Analysis of Sections Using Tab
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3.20 Additional Examples 141 Soluti
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3.21 Examples Using SI Units 143 Fo
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Summary 145 SUMMARY Flowcharts for
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Summary 147 Note that (A s f y −
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Problems 149 3.2 Rectangular sectio
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Problems 151 Figure 3.41 Problem 3.
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4.2 Rectangular Sections with Tensi
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4.3 Spacing of Reinforcement and Co
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4.3 Spacing of Reinforcement and Co
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4.3 Spacing of Reinforcement and Co
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4.3 Spacing of Reinforcement and Co
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4.4 Rectangular Sections with Compr
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4.4 Rectangular Sections with Compr
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4.4 Rectangular Sections with Compr
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4.5 Design of T-Sections 169 3. Com
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4.5 Design of T-Sections 171 The de
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4.5 Design of T-Sections 173 A s Fi
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4.6 Additional Examples 175 Example
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4.6 Additional Examples 177 1.5 2.3
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4.7 Examples Using SI Units 179 Sol
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Summary 181 SUMMARY Sections 4.1-4.
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Summary 183 There are two cases: Ca
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Problems 185 No. M u (K⋅ft) b (in
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Problems 187 Figure 4.17 Problem 4.
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5.2 Shear Stresses in Concrete Beam
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5.3 Behavior of Beams without Shear
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5.4 Moment Effect on Shear Strength
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5.5 Beams with Shear Reinforcement
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5.5 Beams with Shear Reinforcement
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5.6 ACI Code Shear Design Requireme
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5.7 Design of Vertical Stirrups 201
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5.7 Design of Vertical Stirrups 203
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5.8 Design Summary 205 5.8 DESIGN S
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5.8 Design Summary 207 Choose no. 3
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5.9 Shear Force Due to Live Loads 2
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5.9 Shear Force Due to Live Loads 2
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5.10 Shear Stresses in Members of V
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5.10 Shear Stresses in Members of V
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5.11 Examples Using SI Units 217 M
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5.11 Examples Using SI Units 219 Ta
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5.11 Examples Using SI Units 221 5.
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Problems 223 3. R. C. Fenwick and T
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Problems 225 11.1 K/ft Figure 5.25
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6.2 Instantaneous Deflection 227 Ta
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6.2 Instantaneous Deflection 229 wh
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6.2 Instantaneous Deflection 231 (a
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6.3 Long-Time Deflection 233 Then c
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6.5 Deflection Due to Combinations
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6.5 Deflection Due to Combinations
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6.5 Deflection Due to Combinations
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6.5 Deflection Due to Combinations
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6.6 Cracks in Flexural Members 243
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6.6 Cracks in Flexural Members 245
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6.7 ACI Code Requirements 247 have
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6.7 ACI Code Requirements 249 Check
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6.7 ACI Code Requirements 251 Choos
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References 253 2. Maximum crack wid
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Problems 255 Figure 6.13 Problem 6.
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CHAPTER7 DEVELOPMENT LENGTH OF REIN
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7.2 Development of Bond Stresses 25
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7.3 Development Length in Tension 2
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7.3 Development Length in Tension 2
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7.4 Development Length in Compressi
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7.5 Summary for Computation of I d
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7.6 Critical Sections in Flexural M
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7.6 Critical Sections in Flexural M
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7.7 Standard Hooks (ACI Code, Secti
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7.7 Standard Hooks (ACI Code, Secti
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7.8 Splices of Reinforcement 277 Fi
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7.8 Splices of Reinforcement 279 So
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7.9 Moment-Resistance Diagram (Bar
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7.9 Moment-Resistance Diagram (Bar
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Summary 285 Let A s = 0.018(10)(17)
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Problems 287 7. C. O. Orangum, J. O
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Problems 289 Figure 7.17 (33 kN/m).
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8.3 Strut-and-Tie Model 291 D B D D
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8.4 ACI Design Procedure to Build a
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8.4 ACI Design Procedure to Build a
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8.4 ACI Design Procedure to Build a
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8.4 ACI Design Procedure to Build a
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8.5 Strut-and-Tie Method According
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8.6 Deep Members 303 This equation
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8.6 Deep Members 305 that cause cra
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8.6 Deep Members 307 P u = 768 K D
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8.6 Deep Members 309 Strut Nodal zo
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8.6 Deep Members 311 V u = 160 K CL
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8.6 Deep Members 313 Centroid of st
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8.6 Deep Members 315 2. Check if be
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8.6 Deep Members 317 9. Check ancho
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8.6 Deep Members 319 Pu = 766 K 6.0
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References 321 No. 9 bar @3.5" c/c
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Problems 323 11.3’ 11.3’ W LL W
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9.1 Types of Slabs 325 (a) (b) (c)
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9.2 Design of One-Way Solid Slabs 3
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9.6 Distribution of Loads from One-
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9.6 Distribution of Loads from One-
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9.6 Distribution of Loads from One-
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9.7 One-Way Joist Floor System 335
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9.7 One-Way Joist Floor System 337
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References 339 One-way ribbed slab
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Problems 341 9.6 Repeat Problem 9.4
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10.2 Types of Columns 343 Figure 10
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10.4 ACI Code Limitations 345 (a) (
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10.5 Spiral Reinforcement 347 Table
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10.8 Long Columns 349 reinforced co
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10.8 Long Columns 351 3. Design of
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References 353 Section 10.5 Minimum
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Problems 355 Number f ′ c (ksi) P
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11.1 Introduction 357 B C H A A D V
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11.3 Load-Moment Interaction Diagra
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11.4 Safety Provisions 361 11.4 SAF
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11.5 Balanced Condition: Rectangula
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11.6 Column Sections under Eccentri
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11.7 Strength of Columns for Tensio
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11.7 Strength of Columns for Tensio
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11.8 Strength of Columns for Compre
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11.8 Strength of Columns for Compre
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11.8 Strength of Columns for Compre
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11.10 Rectangular Columns with Side
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11.10 Rectangular Columns with Side
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11.11 Load Capacity of Circular Col
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11.11 Load Capacity of Circular Col
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11.11 Load Capacity of Circular Col
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11.12 Analysis and Design of Column
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11.12 Analysis and Design of Column
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11.13 Design of Columns under Eccen
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11.13 Design of Columns under Eccen
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11.13 Design of Columns under Eccen
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11.14 Biaxial Bending 397 5 no. 10
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11.15 Circular Columns with Uniform
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11.15 Circular Columns with Uniform
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11.17 Parme Load Contour Method 403
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11.17 Parme Load Contour Method 405
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11.17 Parme Load Contour Method 407
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11.18 Equation of Failure Surface 4
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11.19 SI Example 411 3. Compute the
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Summary 413 SUMMARY Sections 11.1-1
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Problems 415 REFERENCES 1. B. Brest
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Problems 417 16 no. 10 bars Figure
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Problems 419 11.12 Repeat Problem 1
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12.2 Effective Column Length (Kl u
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12.3 Effective Length Factor (K) 42
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12.4 Member Stiffness (EI) 425 Long
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12.5 Limitation of the Slenderness
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12.6 Moment-Magnifier Design Method
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12.6 Moment-Magnifier Design Method
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12.6 Moment-Magnifier Design Method
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12.6 Moment-Magnifier Design Method
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12.6 Moment-Magnifier Design Method
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Summary 439 3. The value of K can b
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Problems 441 7. R. Green and J. E.
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CHAPTER13 FOOTINGS Office building
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13.2 Types of Footings 445 Vertical
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13.2 Types of Footings 447 Figure 1
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13.4 Design Considerations 449 Figu
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13.4 Design Considerations 451 This
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13.4 Design Considerations 453 c Co
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13.4 Design Considerations 455 Figu
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13.4 Design Considerations 457 Figu
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13.5 Plain Concrete Footings 459 th
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13.5 Plain Concrete Footings 461 No
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13.5 Plain Concrete Footings 463 c
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13.5 Plain Concrete Footings 465 Th
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13.5 Plain Concrete Footings 467 8'
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13.5 Plain Concrete Footings 469 14
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13.5 Plain Concrete Footings 471 Fi
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13.6 Combined Footings 473 Figure 1
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13.6 Combined Footings 475 (Assumed
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13.6 Combined Footings 477 16″ ×
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13.8 Footings under Biaxial Moment
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13.8 Footings under Biaxial Moment
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13.10 Footings on Piles 483 13.9 SL
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Summary 485 V Required d = u (1000)
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Problems 487 Section 13.5 Plain con
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Problems 489 Table 13.3 Problem 13.
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14.2 Types of Retaining Walls 491 F
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14.4 Active and Passive Soil Pressu
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14.4 Active and Passive Soil Pressu
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14.5 Effect of Surcharge 497 The ac
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14.7 Stability Against Overturning
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14.9 Design Requirements 501 Figure
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14.10 Drainage 503 Example 14.1 The
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14.10 Drainage 505 c. The flexural
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14.10 Drainage 507 Figure 14.12 Exa
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14.10 Drainage 509 The total resist
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14.10 Drainage 511 concrete on the
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14.11 Basement Walls 513 Figure 14.
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14.11 Basement Walls 515 No. 4 @ 12
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Summary 517 Figure 14.17 Example 14
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Problems 519 Figure 14.18 Problem 1
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Problems 521 the coefficient of fri
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CHAPTER15 DESIGN FOR TORSION Apartm
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15.3 Torsional Stresses 525 Figure
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15.3 Torsional Stresses 527 Table 1
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15.6 Torsion Theories for Concrete
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15.6 Torsion Theories for Concrete
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15.6 Torsion Theories for Concrete
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15.8 Torsion in Reinforced Concrete
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15.8 Torsion in Reinforced Concrete
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15.8 Torsion in Reinforced Concrete
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15.8 Torsion in Reinforced Concrete
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15.9 Summary of ACI Code Procedures
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15.9 Summary of ACI Code Procedures
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15.9 Summary of ACI Code Procedures
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15.9 Summary of ACI Code Procedures
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References 551 Equation U.S. Custom
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Problems 553 3 no. 9 Figure 15.17 P
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CHAPTER16 CONTINUOUS BEAMS AND FRAM
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16.2 Maximum Moments in Continuous
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16.2 Maximum Moments in Continuous
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16.3 Building Frames 561 2 no. 9 4
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16.4 Portal Frames 563 Figure 16.8
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16.6 Design of Frame Hinges 565 For
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16.6 Design of Frame Hinges 567 Fig
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16.6 Design of Frame Hinges 569 Fig
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16.6 Design of Frame Hinges 571 Fig
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16.6 Design of Frame Hinges 573 d.
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16.6 Design of Frame Hinges 575 Fro
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16.6 Design of Frame Hinges 577 iii
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16.7 Introduction to Limit Design 5
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16.8 The Collapse Mechanism 581 tra
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16.11 Limit Analysis 583 Example 16
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16.11 Limit Analysis 585 Figure 16.
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16.12 Rotation of Plastic Hinges 58
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16.12 Rotation of Plastic Hinges 58
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16.12 Rotation of Plastic Hinges 59
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16.13 Summary of Limit Design Proce
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16.13 Summary of Limit Design Proce
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16.14 Moment Redistribution of Maxi
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16.14 Moment Redistribution of Maxi
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16.14 Moment Redistribution of Maxi
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16.14 Moment Redistribution of Maxi
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Summary 605 A B C D E F Typical sec
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Problems 607 Table 16.1 gives the d
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Problems 609 Figure 16.36 Problem 1
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17.2 Types of Two-Way Slabs 611 Fig
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17.2 Types of Two-Way Slabs 613 Fig
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17.4 Design Concepts 615 Slabonbeam
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17.4 Design Concepts 617 Figure 17.
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17.5 Column and Middle Strips 619 T
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17.6 Minimum Slab Thickness to Cont
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17.6 Minimum Slab Thickness to Cont
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17.7 Shear Strength of Slabs 625 Fi
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17.7 Shear Strength of Slabs 627 Fi
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.8 Analysis of Two-Way Slabs by t
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17.10 Transfer of Unbalanced Moment
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17.10 Transfer of Unbalanced Moment
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17.10 Transfer of Unbalanced Moment
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17.10 Transfer of Unbalanced Moment
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17.10 Transfer of Unbalanced Moment
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17.10 Transfer of Unbalanced Moment
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17.10 Transfer of Unbalanced Moment
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(a) Figure 17.33 (a) Planofthewaffl
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17.11 Waffle Slabs 675 Table 17.12
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17.11 Waffle Slabs 677 (a) (b) M 0
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17.11 Waffle Slabs 679 Table 17.13
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17.12 Equivalent Frame Method 681 b
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17.12 Equivalent Frame Method 683 t
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17.12 Equivalent Frame Method 685 T
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17.12 Equivalent Frame Method 687 F
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17.12 Equivalent Frame Method 689 F
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17.12 Equivalent Frame Method 691 T
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Problems 693 Section 17.12 1. In th
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Problems 695 17.5 (Flat slabs) Use
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18.1 Introduction 697 Figure 18.1 P
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18.2 Types of Stairs 699 Figure 18.
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18.2 Types of Stairs 701 Figure 18.
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18.2 Types of Stairs 703 Figure 18.
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18.2 Types of Stairs 705 Figure 18.
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18.2 Types of Stairs 707 Free-stand
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18.2 Types of Stairs 709 Figure 18.
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18.2 Types of Stairs 711 For a symm
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18.3 Examples 713 2. The width of s
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18.3 Examples 715 Let d = 7.9 − 0
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18.3 Examples 717 1 no. 3 / step No
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18.3 Examples 719 6. The transverse
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Summary 721 3. Calculate the reinfo
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Problems 723 Figure 18.23 Problem 1
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19.1 Prestressed Concrete 725 Figur
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19.1 Prestressed Concrete 727 f ′
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19.1 Prestressed Concrete 729 Addin
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19.1 Prestressed Concrete 731 may b
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19.1 Prestressed Concrete 733 Figur
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19.2 Materials and Serviceability R
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19.3 Loss of Prestress 737 Table 19
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19.3 Loss of Prestress 739 and ( Fi
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19.3 Loss of Prestress 741 where P
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19.3 Loss of Prestress 743 2. Loss
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19.3 Loss of Prestress 745 4. Loss
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19.4 Analysis of Flexural Members 7
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19.4 Analysis of Flexural Members 7
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19.4 Analysis of Flexural Members 7
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19.4 Analysis of Flexural Members 7
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19.4 Analysis of Flexural Members 7
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19.5 Design of Flexural Members 757
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19.5 Design of Flexural Members 759
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19.5 Design of Flexural Members 761
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19.6 Cracking Moment 763 The maximu
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19.7 Deflection 765 called camber.
- Page 795 and 796:
19.8 Design for Shear 767 The cambe
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19.8 Design for Shear 769 Figure 19
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19.8 Design for Shear 771 3. The mi
- Page 801 and 802:
19.8 Design for Shear 773 Use d p =
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19.9 Preliminary Design of Prestres
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19.10 End-Block Stresses 777 The co
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19.10 End-Block Stresses 779 Figure
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Summary 781 Section 19.5 The nomina
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Problems 783 27. Y. Guyon. Prestres
- Page 813 and 814:
Problems 785 b. Locate the tendons
- Page 815 and 816:
20.2 Seismic Design Category 787 20
- Page 817 and 818:
20.2 Seismic Design Category 789 Ta
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20.2 Seismic Design Category 791 Fi
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20.2 Seismic Design Category 793 Fi
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20.2 Seismic Design Category 795 Ta
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20.2 Seismic Design Category 797 Fi
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20.2 Seismic Design Category 799 Fi
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20.2 Seismic Design Category 801 Fi
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20.2 Seismic Design Category 803 St
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20.3 Analysis Procedures 805 Table
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20.3 Analysis Procedures 807 The la
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20.3 Analysis Procedures 809 Step 5
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20.3 Analysis Procedures 811 Table
- Page 841 and 842:
20.3 Analysis Procedures 813 Exampl
- Page 843 and 844:
20.3 Analysis Procedures 815 254 6
- Page 845 and 846:
20.3 Analysis Procedures 817 9. Det
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20.5 Special Requirements in Design
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20.5 Special Requirements in Design
- Page 851 and 852:
20.5 Special Requirements in Design
- Page 853 and 854:
20.5 Special Requirements in Design
- Page 855 and 856:
20.5 Special Requirements in Design
- Page 857 and 858:
20.5 Special Requirements in Design
- Page 859 and 860:
20.5 Special Requirements in Design
- Page 861 and 862:
20.5 Special Requirements in Design
- Page 863 and 864:
20.5 Special Requirements in Design
- Page 865 and 866:
20.5 Special Requirements in Design
- Page 867 and 868:
20.5 Special Requirements in Design
- Page 869 and 870:
20.5 Special Requirements in Design
- Page 871 and 872:
20.5 Special Requirements in Design
- Page 873 and 874:
20.5 Special Requirements in Design
- Page 875 and 876:
20.5 Special Requirements in Design
- Page 877 and 878:
20.5 Special Requirements in Design
- Page 879 and 880:
20.5 Special Requirements in Design
- Page 881 and 882:
20.5 Special Requirements in Design
- Page 883 and 884:
20.5 Special Requirements in Design
- Page 885 and 886:
Problems 857 20.5 Design the transv
- Page 887 and 888:
21.2 Uniformly Loaded Circular Beam
- Page 889 and 890:
21.2 Uniformly Loaded Circular Beam
- Page 891 and 892:
21.2 Uniformly Loaded Circular Beam
- Page 893 and 894:
21.3 Semicircular Beam Fixed at End
- Page 895 and 896:
21.3 Semicircular Beam Fixed at End
- Page 897 and 898:
21.4 Fixed-End Semicircular Beam un
- Page 899 and 900:
21.4 Fixed-End Semicircular Beam un
- Page 901 and 902:
21.5 Circular Beam Subjected to Uni
- Page 903 and 904:
21.6 Circular Beam Subjected to a C
- Page 905 and 906:
21.6 Circular Beam Subjected to a C
- Page 907 and 908:
21.7 V-Shape Beams Subjected to Uni
- Page 909 and 910:
21.8 V-Shape Beams Subjected to a C
- Page 911 and 912:
21.8 V-Shape Beams Subjected to a C
- Page 913 and 914:
Summary 885 Figure 21.12 Example 21
- Page 915 and 916:
CHAPTER22 PRESTRESSED CONCRETE BRID
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22.2 Typical Cross Sections 889 22.
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22.3 Design Philosophy of AASHTO Sp
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22.4 Load Factors and Combinations
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22.4 Load Factors and Combinations
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22.5 Gravity Loads 897 Table 22.10
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22.5 Gravity Loads 899 Design tande
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22.5 Gravity Loads 901 Table 22.12
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22.5 Gravity Loads 903 Table 22.13
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22.6 Design for Flexural and Axial
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22.7 Design for Shear (AASHTO 5.8)
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22.7 Design for Shear (AASHTO 5.8)
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22.7 Design for Shear (AASHTO 5.8)
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22.8 Loss of Prestress (AASHTO 5.9.
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
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22.9 Deflections (AASHTO 5.7.3.6) 9
- Page 973 and 974:
CHAPTER23 REVIEW PROBLEMS ON CONCRE
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Review Problems on Concrete Buildin
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Review Problems on Concrete Buildin
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Review Problems on Concrete Buildin
- Page 981 and 982:
Review Problems on Concrete Buildin
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Review Problems on Concrete Buildin
- Page 985 and 986:
Review Problems on Concrete Buildin
- Page 987 and 988:
Review Problems on Concrete Buildin
- Page 989 and 990:
Review Problems on Concrete Buildin
- Page 991 and 992:
Review Problems on Concrete Buildin
- Page 993 and 994:
Review Problems on Concrete Buildin
- Page 995 and 996:
Review Problems on Concrete Buildin
- Page 997 and 998:
Review Problems on Concrete Buildin
- Page 999 and 1000:
Design and Analysis Flowcharts 971
- Page 1001 and 1002:
Design and Analysis Flowcharts 973
- Page 1003 and 1004:
Design and Analysis Flowcharts 975
- Page 1005 and 1006:
Design and Analysis Flowcharts 977
- Page 1007 and 1008:
Design and Analysis Flowcharts 979
- Page 1009 and 1010:
Design and Analysis Flowcharts 981
- Page 1011 and 1012:
Design and Analysis Flowcharts 983
- Page 1013 and 1014:
Design and Analysis Flowcharts 985
- Page 1015 and 1016:
Design and Analysis Flowcharts 987
- Page 1017 and 1018:
Design and Analysis Flowcharts 989
- Page 1019 and 1020:
Design and Analysis Flowcharts 991
- Page 1021 and 1022:
Design and Analysis Flowcharts 993
- Page 1023 and 1024:
Appendix A Design Tables (U.S. Cust
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Appendix A Design Tables (U.S. Cust
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Appendix A Design Tables (U.S. Cust
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Appendix A Design Tables (U.S. Cust
- Page 1031:
Appendix A Design Tables (U.S. Cust
- Page 1034 and 1035:
1006 Appendix B Design Tables (SI U
- Page 1036 and 1037:
1008 Appendix B Design Tables (SI U
- Page 1038 and 1039:
1010 Appendix B Design Tables (SI U
- Page 1040 and 1041:
1012 Appendix B Design Tables (SI U
- Page 1042 and 1043:
1014 Appendix C Structural Aids Tab
- Page 1044 and 1045:
1016 Appendix C Structural Aids Tab
- Page 1046 and 1047:
1018 Appendix C Structural Aids Tab
- Page 1048 and 1049:
1020 Appendix C Structural Aids Tab
- Page 1050 and 1051:
1022 Appendix C Structural Aids Tab
- Page 1052 and 1053:
1024 Appendix C Structural Aids Tab
- Page 1054 and 1055:
1026 Appendix C Structural Aids Tab
- Page 1056 and 1057:
1028 Appendix C Structural Aids Tab
- Page 1058 and 1059:
1030 Appendix C Structural Aids Tab
- Page 1060 and 1061:
1032 Appendix C Structural Aids Tab
- Page 1062 and 1063:
1034 Index Beams (continued) stress
- Page 1064 and 1065:
1036 Index F Factored loads, 91 Fai
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1038 Index Seismic design (continue
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