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Structural Concrete - Hassoun

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Contents<br />

14.9 Design Requirements 501<br />

14.10 Drainage 502<br />

14.11 Basement Walls 513<br />

Summary 517<br />

References 518<br />

Problems 518<br />

15 Design for Torsion 523<br />

15.1 Introduction 523<br />

15.2 Torsional Moments in Beams 524<br />

15.3 Torsional Stresses 525<br />

15.4 Torsional Moment in Rectangular Sections 528<br />

15.5 Combined Shear and Torsion 529<br />

15.6 Torsion Theories for <strong>Concrete</strong> Members 529<br />

15.7 Torsional Strength of Plain <strong>Concrete</strong> Members 534<br />

15.8 Torsion in Reinforced <strong>Concrete</strong> Members (ACI Code Procedure) 534<br />

15.9 Summary of ACI Code Procedures 542<br />

Summary 550<br />

References 551<br />

Problems 552<br />

16 Continuous Beams and Frames 555<br />

16.1 Introduction 555<br />

16.2 Maximum Moments in Continuous Beams 556<br />

16.3 Building Frames 561<br />

16.4 Portal Frames 562<br />

16.5 General Frames 565<br />

16.6 Design of Frame Hinges 565<br />

16.7 Introduction to Limit Design 578<br />

16.8 The Collapse Mechanism 580<br />

16.9 Principles of Limit Design 582<br />

16.10 Upper and Lower Bounds of Load Factors 582<br />

16.11 Limit Analysis 582<br />

16.12 Rotation of Plastic Hinges 586<br />

16.13 Summary of Limit Design Procedure 593<br />

16.14 Moment Redistribution of Maximum Negative or Positive Moments<br />

in Continuous Beams 596<br />

Summary 605<br />

References 607<br />

Problems 607<br />

17 Design of Two-Way Slabs 610<br />

17.1 Introduction 610<br />

17.2 Types of Two-Way Slabs 610<br />

17.3 Economical Choice of <strong>Concrete</strong> Floor Systems 614<br />

17.4 Design Concepts 615<br />

17.5 Column and Middle Strips 619<br />

17.6 Minimum Slab Thickness to Control Deflection 620

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