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ACI SP 17M 14:2018 Edition

ACI SP 17M 14:2018 Edition

$110.50

SP-17M-14: The Reinforced Concrete Design Handbook (Metric) 2018

Published By Publication Date Number of Pages
ACI 2018 864
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The Reinforced Concrete Design Handbook provides assistance to professionals engaged in the design of reinforced concrete buildings and related structures. This edition is a major revision that brings it up-to-date with the approach and provisions of Building Code Requirements for Structural Concrete (ACI 318-14). The layout and look of the Handbook have also been updated. The Reinforced Concrete Design Handbook now provides dozens of design examples of various reinforced concrete members, such as one- and two-way slabs, beams, columns, walls, diaphragms, footings, and retaining walls. For consistency, many of the numerical examples are based on a fictitious seven-story reinforced concrete building. There are also many additional design examples not related to the design of the members in the seven story building that illustrate various ACI 318-14 requirements. Each example starts with a problem statement, then provides a design solution in a three column format—code provision reference, short discussion, and design calculations— followed by a drawing of reinforcing details, and finally a conclusion elaborating on a certain condition or comparing results of similar problem solutions. In addition to examples, almost all chapters in the Reinforced Concrete Design Handbook contain a general discussion of the related ACI 318-14 chapter. All chapters were developed by ACI staff engineers under the auspices of the ACI Technical Activities Committee (TAC). To provide immediate oversight and guidance for this project, TAC appointed three content editors: Andrew Taylor, Trey Hamilton III, and Antonio Nanni. Their reviews and suggestions improved this publication and are appreciated. TAC also appreciates the support of Dirk Bondy and Kenneth Bondy who provided free software to analyze and design the post-tensioned beam example, in addition to valuable comments and suggestions. Thanks also go to JoAnn Browning, David DeValve, Anindya Dutta, Charles Dolan, Matthew Huslig, Ronald Klemencic, James Lai, Steven McCabe, Mike Mota, Hani Nassif, Jose Pincheira, David Rogowski, and Siamak Sattar, who reviewed one or more of the chapters. Keywords: anchoring to concrete; beams; columns; cracking; deflection; diaphragm; durability; flexural strength; footings; frames; piles; pile caps; post-tensioning; punching shear; retaining wall; shear strength; seismic; slabs; splicing; stiffness; structural analysis; structural systems; strut-and-tie; walls.

PDF Catalog

PDF Pages PDF Title
9 CONTENTS
11 CHAPTER 1—BUILDING EXAMPLE
1.1—Introduction
1.2—Building plans and elevation
14 1.3—Loads
1.4—Material properties
15 CHAPTER 2—STRUCTURAL SYSTEMS
2.1—Introduction
2.2—Materials
2.3—Design loads
16 2.4—Structural systems
22 2.5—Floor subassemblies
24 2.6—Foundation design considerations for lateral forces
25 2.7—Structural analysis
2.8—Durability
2.9—Sustainability
2.10—Structural integrity
2.11—Fire resistance
2.12—Post-tensioned/prestressed construction
2.13—Quality assurance, construction, and inspection
27 CHAPTER 3––STRUCTURAL ANALYSIS
3.1—Introduction
3.2—Overview of structural analysis
28 3.3—Hand calculations
3.4—Computer programs
29 3.5—Structural analysis in ACI 318M
31 3.6—Seismic analysis
33 CHAPTER 4—DURABILITY
4.1—Introduction
35 4.2—Background
4.3—Requirements for concrete in various exposure categories
37 4.4—Concrete evaluation, acceptance, and inspection
4.5—Examples
41 CHAPTER 5—ONE-WAY SLABS
5.1—Introduction
5.2—Analysis
5.3—Service limits
42 5.4—Required strength
5.5—Design strength
5.6—Flexure reinforcement detailing
44 5.7—Examples
83 CHAPTER 6—TWO-WAY SLABS
6.1—Introduction
6.2—Analysis
6.3—Service limits
84 6.4—Shear strength
85 6.5—Calculation of required shear strength
86 6.6—Calculation of shear reinforcement
6.7—Flexural strength
6.8—Shear reinforcement detailing
87 6.9—Flexure reinforcement detailing
90 6.10—Examples
135 CHAPTER 7—BEAMS
7.1—Introduction
7.2—Service limits
136 7.3—Analysis
7.4—Design strength
142 7.5—Temperature and shrinkage reinforcement
7.6—Detailing
145 7.7—Examples
283 CHAPTER 8—DIAPHRAGMS
8.1—Introduction
8.2—Material
8.3—Service limits
8.4—Analysis
285 8.5—Design strength
286 8.6—Reinforcement detailing
288 8.7—Summary steps
291 8.8—Examples
355 CHAPTER 9—COLUMNS
9.1—Introduction
9.2—General
9.3—Design limits
356 9.4—Required strength
358 9.5—Design strength
359 9.6—Reinforcement limits
9.7—Reinforcement detailing
361 9.8—Design steps
364 9.9––Examples
393 CHAPTER 10—STRUCTURAL REINFORCED CONCRETE WALLS
10.1—Introduction
10.2—General
395 10.3—Required strength
396 10.4––Design strength
400 10.5––Detailing
401 10.6––Summary
402 10.7—Examples
421 CHAPTER 11—FOUNDATIONS
11.1—Introduction
11.2—Footing design
422 11.3—Design steps
424 11.4—Footings subject to eccentric loading
425 11.5—Combined footing
427 11.6—Examples
491 CHAPTER 12—RETAINING WALLS
12.1—General
492 12.2—Design limits
493 12.3—Applied forces
494 12.4—Design strength
12.5—Reinforcement limits
495 12.6—Detailing
12.7—Summary
497 12.8—Examples
591 CHAPTER 13—SERVICEABILITY
13.1—Introduction
13.2—Limitations on member thickness
13.3—Immediate deflection behavior of beams or one-way slabs
594 13.4––Time-dependent deflection calculation
13.5––Distribution of flexural reinforcement in one-way slabs and beams
595 13.6—Shrinkage and temperature reinforcement: nonprestressed
13.7—Shrinkage and temperature reinforcement – post-tensioned
596 13.8—Permissible stresses in prestressed concrete flexural members
13.9—Permissible stresses at transfer of prestress
13.10—Permissible concrete compressive stresses at service loads
597 13.11—Examples
618 13.12—Deflection design aids
635 CHAPTER 14—STRUT-AND-TIE MODEL
14.1—Introduction
14.2—Concept
14.3—Design
636 14.4—Struts
638 14.5—Ties
639 14.6—Nodal zones
640 14.7—Usual calculation steps and modeling consideration to apply strut-and-tie model
641 14.8—Examples
689 CHAPTER 15—ANCHORING TO CONCRETE
15.1—Introduction
15.2—Materials
15.3—Design assumptions
690 15.4—Loads on anchors
692 15.5—Discussion on anchors resisting tension
15.6—Discussion on anchors resisting shear
693 15.7—Limitations on installation geometry
694 15.8—Examples

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