ACI SP 17 14:2015 Edition

$110.77

SP-17(14) The Reinforced Concrete Design Handbook Volumes 1 & 2 Package

Published By	Publication Date	Number of Pages
ACI	2015	896

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Category: ACI

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Description

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
1	SP-17(14) Volume 1 SP-17(14) Volume 1
11	CHAPTER 1—BUILDING EXAMPLE CHAPTER 1—BUILDING EXAMPLE 1.1—Introduction 1.1—Introduction 1.2—Building plans and elevation 1.2—Building plans and elevation
14	1.3—Loads 1.3—Loads 1.4—Material properties 1.4—Material properties
15	CHAPTER 2—STRUCTURAL SYSTEMS CHAPTER 2—STRUCTURAL SYSTEMS 2.1—Introduction 2.1—Introduction 2.2—Materials 2.2—Materials 2.3—Design loads 2.3—Design loads
16	2.4—Structural systems 2.4—Structural systems
22	2.5—Floor subassemblies 2.5—Floor subassemblies
24	2.6—Foundation design considerations for lateral forces 2.6—Foundation design considerations for lateral forces
25	2.7—Structural analysis 2.7—Structural analysis 2.8—Durability 2.8—Durability 2.9—Sustainability 2.9—Sustainability 2.10—Structural integrity 2.10—Structural integrity 2.11—Fire resistance 2.11—Fire resistance 2.12—Post-tensioned/prestressed construction 2.12—Post-tensioned/prestressed construction 2.13—Quality assurance, construction, and inspection 2.13—Quality assurance, construction, and inspection
27	CHAPTER 3––STRUCTURAL ANALYSIS CHAPTER 3––STRUCTURAL ANALYSIS 3.1—Introduction 3.1—Introduction 3.2—Overview of structural analysis 3.2—Overview of structural analysis
28	3.3—Hand calculations 3.3—Hand calculations 3.4—Computer programs 3.4—Computer programs
29	3.5—Structural analysis in ACI 318 3.5—Structural analysis in ACI 318
31	3.6—Seismic analysis 3.6—Seismic analysis
33	CHAPTER 4—DURABILITY CHAPTER 4—DURABILITY 4.1—Introduction 4.1—Introduction
35	4.2—Background 4.2—Background 4.3—Requirements for concrete in various exposure categories 4.3—Requirements for concrete in various exposure categories
37	4.4—Concrete evaluation, acceptance, and inspection 4.4—Concrete evaluation, acceptance, and inspection 4.5—Examples 4.5—Examples
41	CHAPTER 5—ONE-WAY SLABS CHAPTER 5—ONE-WAY SLABS 5.1—Introduction 5.1—Introduction 5.2—Analysis 5.2—Analysis 5.3—Service limits 5.3—Service limits
42	5.4—Required strength 5.4—Required strength 5.5—Design strength 5.5—Design strength 5.6—Flexure reinforcement detailing 5.6—Flexure reinforcement detailing
44	5.7—Examples 5.7—Examples
83	CHAPTER 6—TWO-WAY SLABS CHAPTER 6—TWO-WAY SLABS 6.1—Introduction 6.1—Introduction 6.2—Analysis 6.2—Analysis 6.3—Service limits 6.3—Service limits
84	6.4—Shear strength 6.4—Shear strength
85	6.5—Calculation of required shear strength 6.5—Calculation of required shear strength
86	6.6—Calculation of shear reinforcement 6.6—Calculation of shear reinforcement 6.7—Flexural strength 6.7—Flexural strength 6.8—Shear reinforcement detailing 6.8—Shear reinforcement detailing
87	6.9—Flexure reinforcement detailing 6.9—Flexure reinforcement detailing
90	6.10—Examples 6.10—Examples
134	CHAPTER 7—BEAMS CHAPTER 7—BEAMS
135	7.1—Introduction 7.1—Introduction 7.2—Service limits 7.2—Service limits
136	7.3—Analysis 7.3—Analysis 7.4—Design strength 7.4—Design strength
142	7.5—Temperature and shrinkage reinforcement 7.5—Temperature and shrinkage reinforcement 7.6—Detailing 7.6—Detailing
145	7.7—Beam Examples 7.7—Beam Examples
283	CHAPTER 8—DIAPHRAGMS CHAPTER 8—DIAPHRAGMS 8.1—Introduction 8.1—Introduction 8.2—Material 8.2—Material 8.3—Service limits 8.3—Service limits 8.4—Analysis 8.4—Analysis
285	8.5––Design strength 8.5––Design strength
286	8.6––Reinforcement detailing 8.6––Reinforcement detailing
288	8.7—Summary steps 8.7—Summary steps
291	8.8—Examples 8.8—Examples
355	CHAPTER 9—COLUMNS CHAPTER 9—COLUMNS 9.1—Introduction 9.1—Introduction 9.2—General 9.2—General 9.3—Design limits 9.3—Design limits
356	9.4—Required strength 9.4—Required strength
358	9.5—Design strength 9.5—Design strength
359	9.6—Reinforcement limits 9.6—Reinforcement limits 9.7—Reinforcement detailing 9.7—Reinforcement detailing
361	9.8—Design steps 9.8—Design steps
364	9.9––Examples 9.9––Examples
393	CHAPTER 10—STRUCTURAL REINFORCED CONCRETE WALLS CHAPTER 10—STRUCTURAL REINFORCED CONCRETE WALLS 10.1—Introduction 10.1—Introduction 10.2—General 10.2—General
395	10.3—Required strength 10.3—Required strength
396	10.4––Design strength 10.4––Design strength
400	10.5––Detailing 10.5––Detailing
401	10.6––Summary 10.6––Summary
402	10.7—Examples 10.7—Examples
421	CHAPTER 11—FOUNDATIONS CHAPTER 11—FOUNDATIONS 11.1—Introduction 11.1—Introduction 11.2—Footing design 11.2—Footing design
422	11.3—Design steps 11.3—Design steps
424	11.4—Footings subject to eccentric loading 11.4—Footings subject to eccentric loading
425	11.5—Combined footing 11.5—Combined footing
427	11.6—Examples 11.6—Examples
493	SP-17(14) Volume 2 SP-17(14) Volume 2
503	CHAPTER 12—RETAINING WALLS CHAPTER 12—RETAINING WALLS 12.1—General 12.1—General
504	12.2—Design limits 12.2—Design limits
505	12.3—Applied forces 12.3—Applied forces
506	12.4—Design strength 12.4—Design strength 12.5—Reinforcement limits 12.5—Reinforcement limits
507	12.6—Detailing 12.6—Detailing 12.7—Summary 12.7—Summary
509	12.8—Examples 12.8—Examples
609	CHAPTER 13—SERVICEABILITY CHAPTER 13—SERVICEABILITY 13.1—Introduction 13.1—Introduction 13.2—Limitations on member thickness 13.2—Limitations on member thickness 13.3—Immediate deflection behavior of beams or one-way slabs 13.3—Immediate deflection behavior of beams or one-way slabs
612	13.4––Time-dependent deflection calculation 13.4––Time-dependent deflection calculation 13.5––Distribution of flexural reinforcement in one-way slabs and beams 13.5––Distribution of flexural reinforcement in one-way slabs and beams
613	13.6—Shrinkage and temperature reinforcement: nonprestressed 13.6—Shrinkage and temperature reinforcement: nonprestressed 13.7—Shrinkage and temperature reinforcement – post-tensioned 13.7—Shrinkage and temperature reinforcement – post-tensioned
614	13.8—Permissible stresses in prestressed concrete flexural members 13.8—Permissible stresses in prestressed concrete flexural members 13.9—Permissible stresses at transfer of prestress 13.9—Permissible stresses at transfer of prestress 13.10—Permissible concrete compressive stresses at service loads 13.10—Permissible concrete compressive stresses at service loads
615	13.11—Examples 13.11—Examples
636	13.12—Deflection design aids 13.12—Deflection design aids
653	CHAPTER 14—STRUT-AND-TIE MODEL CHAPTER 14—STRUT-AND-TIE MODEL 14.1—Introduction 14.1—Introduction 14.2—Concept 14.2—Concept 14.3—Design 14.3—Design
654	14.4—Struts 14.4—Struts
656	14.5—Ties 14.5—Ties
657	14.6—Nodal zones 14.6—Nodal zones
658	14.7—Usual calculation steps and modeling consideration to apply strut-and-tie model 14.7—Usual calculation steps and modeling consideration to apply strut-and-tie model
659	14.8—Examples 14.8—Examples
707	CHAPTER 15—ANCHORING TO CONCRETE CHAPTER 15—ANCHORING TO CONCRETE 15.1—Introduction 15.1—Introduction 15.2—Materials 15.2—Materials 15.3—Design assumptions 15.3—Design assumptions
709	15.4—Loads on anchors 15.4—Loads on anchors
710	15.5—Discussion on anchors resisting tension 15.5—Discussion on anchors resisting tension 15.6—Discussion on anchors resisting shear 15.6—Discussion on anchors resisting shear
711	15.7—Limitations on installation geometry 15.7—Limitations on installation geometry
712	15.8—Examples 15.8—Examples