Structural Concrete - Hassoun

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Structural Concrete Theory and Design Sixth Edition M. Nadim Hassoun South Dakota State University Akthem Al-Manaseer San Jose State University
Page 3: Structural Concrete
Page 7 and 8: CONTENTS Preface Notation Conversio
Page 9 and 10: Contents vii 4.5 Design of T-Sectio
Page 11 and 12: Contents ix 11.13 Design of Columns
Page 13 and 14: Contents xi 17.7 Shear Strength of
Page 15 and 16: PREFACE The main objective of a cou
Page 17 and 18: Preface xv shear modulus of concret
Page 19 and 20: NOTATION a a b A A b A ch A cp ACI
Page 21 and 22: Notation xix I b Moment of inertia
Page 23 and 24: Notation xxi V d Shear force at sec
Page 25 and 26: CONVERSION FACTORS To Convert to Mu
Page 27: Structural Concrete
Page 30 and 31: 2 Chapter 1 Introduction concrete.
Page 32 and 33: 4 Chapter 1 Introduction The disadv
Page 34 and 35: 6 Chapter 1 Introduction 1.7 LOADS
Page 36 and 37: 8 Chapter 1 Introduction 1.8 SAFETY
Page 38 and 39: 10 Chapter 1 Introduction architect
Page 40 and 41: 12 Chapter 1 Introduction City Cent
Page 42 and 43: 14 Chapter 1 Introduction 5. ANSI A
Page 44 and 45: 16 Chapter 2 Properties of Reinforc
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26 Chapter 2 Properties of Reinforc
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84 Chapter 3 Flexural Analysis of R
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100 Chapter 3 Flexural Analysis of
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CHAPTER4 FLEXURAL DESIGN OF REINFOR
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154 Chapter 4 Flexural Design of Re
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CHAPTER5 SHEAR AND DIAGONAL TENSION
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190 Chapter 5 Shear and Diagonal Te
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CHAPTER6 DEFLECTION AND CONTROL OF
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228 Chapter 6 Deflection and Contro
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258 Chapter 7 Development Length of
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CHAPTER8 DESIGN OF DEEP BEAMS BY TH
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292 Chapter 8 Design of Deep Beams
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CHAPTER9 ONE-WAY SLABS The Westin H
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326 Chapter 9 One-Way Slabs (a) (b)
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328 Chapter 9 One-Way Slabs 9.3 DES
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330 Chapter 9 One-Way Slabs (a) (b)
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332 Chapter 9 One-Way Slabs 2. W u
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334 Chapter 9 One-Way Slabs No. 5 @
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336 Chapter 9 One-Way Slabs • If
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338 Chapter 9 One-Way Slabs The mom
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340 Chapter 9 One-Way Slabs PROBLEM
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CHAPTER10 AXIALLY LOADED COLUMNS Co
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344 Chapter 10 Axially Loaded Colum
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CHAPTER11 MEMBERS IN COMPRESSION AN
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358 Chapter 11 Members in Compressi
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CHAPTER12 SLENDER COLUMNS Columns i
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422 Chapter 12 Slender Columns is,
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424 Chapter 12 Slender Columns ψ A
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426 Chapter 12 Slender Columns 2. F
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428 Chapter 12 Slender Columns 4. I
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430 Chapter 12 Slender Columns 4. C
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432 Chapter 12 Slender Columns Exam
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434 Chapter 12 Slender Columns 9. C
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436 Chapter 12 Slender Columns 1 2
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438 Chapter 12 Slender Columns P c
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440 Chapter 12 Slender Columns C m
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442 Chapter 12 Slender Columns 6 no
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444 Chapter 13 Footings Figure 13.1
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450 Chapter 13 Footings 4. Bending
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454 Chapter 13 Footings For the val
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456 Chapter 13 Footings the entire
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458 Chapter 13 Footings strength is
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460 Chapter 13 Footings Example 13.
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462 Chapter 13 Footings 13 no. 7 ba
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464 Chapter 13 Footings 7. Check be
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466 Chapter 13 Footings The value o
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468 Chapter 13 Footings 9. Developm
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470 Chapter 13 Footings Solution 1.
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472 Chapter 13 Footings 13.6 COMBIN
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474 Chapter 13 Footings 6 no. 8 10
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476 Chapter 13 Footings 6. Check th
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478 Chapter 13 Footings b. Reinforc
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482 Chapter 13 Footings 1. For the
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484 Chapter 13 Footings The minimum
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486 Chapter 13 Footings Let d be th
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488 Chapter 13 Footings Table 13.1
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CHAPTER14 RETAINING WALLS Apartment
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492 Chapter 14 Retaining Walls 14.3
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494 Chapter 14 Retaining Walls Rein
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496 Chapter 14 Retaining Walls The
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498 Chapter 14 Retaining Walls Figu
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502 Chapter 14 Retaining Walls the
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504 Chapter 14 Retaining Walls Solu
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506 Chapter 14 Retaining Walls 1′
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512 Chapter 14 Retaining Walls No.
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514 Chapter 14 Retaining Walls Base
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518 Chapter 14 Retaining Walls Sect
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520 Chapter 14 Retaining Walls Tabl
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524 Chapter 15 Design for Torsion F
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528 Chapter 15 Design for Torsion T
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534 Chapter 15 Design for Torsion w
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538 Chapter 15 Design for Torsion S
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540 Chapter 15 Design for Torsion w
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542 Chapter 15 Design for Torsion 1
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544 Chapter 15 Design for Torsion A
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546 Chapter 15 Design for Torsion b
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550 Chapter 15 Design for Torsion b
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556 Chapter 16 Continuous Beams and
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CHAPTER17 DESIGN OF TWO-WAY SLABS T
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612 Chapter 17 Design of Two-Way Sl
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14 no. 6 7 no. 6 28 no. 6 13 no. 6
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CHAPTER18 STAIRS Office building un
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698 Chapter 18 Stairs The finishing
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700 Chapter 18 Stairs Figure 18.3 S
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702 Chapter 18 Stairs Figure 18.6 T
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704 Chapter 18 Stairs Main reinforc
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706 Chapter 18 Stairs Figure 18.11
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712 Chapter 18 Stairs The stairs ma
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714 Chapter 18 Stairs No. 3 @ 4″
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718 Chapter 18 Stairs b. M u = φA
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722 Chapter 18 Stairs 18.4.2. Secti
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CHAPTER19 INTRODUCTION TO PRESTRESS
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726 Chapter 19 Introduction to Pres
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CHAPTER20 SEISMIC DESIGN OF REINFOR
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788 Chapter 20 Seismic Design of Re
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CHAPTER21 BEAMS CURVED IN PLAN Curv
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860 Chapter 21 Beams Curved in Plan
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888 Chapter 22 Prestressed Concrete
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946 Chapter 23 Review Problems on C
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CHAPTER24 DESIGN AND ANALYSIS FLOWC
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972 Chapter 24 Design and Analysis
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APPENDIXA DESIGN TABLES (U.S. CUSTO
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996 Appendix A Design Tables (U.S.
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APPENDIXB DESIGN TABLES (SI UNITS)
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Appendix B Design Tables (SI Units)
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APPENDIXC STRUCTURAL AIDS Table C.1
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Appendix C Structural Aids 1015 Tab
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INDEX A AASHTO, 4, 7 AASHTO model,
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Index 1035 modulus of elasticity, 2
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Index 1037 Moment of inertia, 230 C
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Index 1039 equations, 534 longitudi
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