{"id":183066,"date":"2024-10-19T11:27:32","date_gmt":"2024-10-19T11:27:32","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-sp-17m-14\/"},"modified":"2024-10-25T03:48:36","modified_gmt":"2024-10-25T03:48:36","slug":"aci-sp-17m-14","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-sp-17m-14\/","title":{"rendered":"ACI SP 17M 14"},"content":{"rendered":"

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\u2014code provision reference, short discussion, and design calculations\u2014 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.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
9<\/td>\nCONTENTS
\n <\/td>\n<\/tr>\n
11<\/td>\nCHAPTER 1\u2014BUILDING EXAMPLE
1.1\u2014Introduction
1.2\u2014Building plans and elevation <\/td>\n<\/tr>\n
14<\/td>\n1.3\u2014Loads
1.4\u2014Material properties <\/td>\n<\/tr>\n
15<\/td>\nCHAPTER 2\u2014STRUCTURAL SYSTEMS
2.1\u2014Introduction
2.2\u2014Materials
2.3\u2014Design loads <\/td>\n<\/tr>\n
16<\/td>\n2.4\u2014Structural systems <\/td>\n<\/tr>\n
22<\/td>\n2.5\u2014Floor subassemblies <\/td>\n<\/tr>\n
24<\/td>\n2.6\u2014Foundation design considerations for lateral forces <\/td>\n<\/tr>\n
25<\/td>\n2.7\u2014Structural analysis
2.8\u2014Durability
2.9\u2014Sustainability
2.10\u2014Structural integrity
2.11\u2014Fire resistance
2.12\u2014Post-tensioned\/prestressed construction
2.13\u2014Quality assurance, construction, and inspection <\/td>\n<\/tr>\n
27<\/td>\nCHAPTER 3\u2013\u2013STRUCTURAL ANALYSIS
3.1\u2014Introduction
3.2\u2014Overview of structural analysis <\/td>\n<\/tr>\n
28<\/td>\n3.3\u2014Hand calculations
3.4\u2014Computer programs <\/td>\n<\/tr>\n
29<\/td>\n3.5\u2014Structural analysis in ACI 318M <\/td>\n<\/tr>\n
31<\/td>\n3.6\u2014Seismic analysis <\/td>\n<\/tr>\n
33<\/td>\nCHAPTER 4\u2014DURABILITY
4.1\u2014Introduction <\/td>\n<\/tr>\n
35<\/td>\n4.2\u2014Background
4.3\u2014Requirements for concrete in various exposure categories <\/td>\n<\/tr>\n
37<\/td>\n4.4\u2014Concrete evaluation, acceptance, and inspection
4.5\u2014Examples <\/td>\n<\/tr>\n
41<\/td>\nCHAPTER 5\u2014ONE-WAY SLABS
5.1\u2014Introduction
5.2\u2014Analysis
5.3\u2014Service limits <\/td>\n<\/tr>\n
42<\/td>\n5.4\u2014Required strength
5.5\u2014Design strength
5.6\u2014Flexure reinforcement detailing <\/td>\n<\/tr>\n
44<\/td>\n5.7\u2014Examples <\/td>\n<\/tr>\n
83<\/td>\nCHAPTER 6\u2014TWO-WAY SLABS
6.1\u2014Introduction
6.2\u2014Analysis
6.3\u2014Service limits <\/td>\n<\/tr>\n
84<\/td>\n6.4\u2014Shear strength <\/td>\n<\/tr>\n
85<\/td>\n6.5\u2014Calculation of required shear strength <\/td>\n<\/tr>\n
86<\/td>\n6.6\u2014Calculation of shear reinforcement
6.7\u2014Flexural strength
6.8\u2014Shear reinforcement detailing <\/td>\n<\/tr>\n
87<\/td>\n6.9\u2014Flexure reinforcement detailing <\/td>\n<\/tr>\n
90<\/td>\n6.10\u2014Examples <\/td>\n<\/tr>\n
135<\/td>\nCHAPTER 7\u2014BEAMS
7.1\u2014Introduction
7.2\u2014Service limits <\/td>\n<\/tr>\n
136<\/td>\n7.3\u2014Analysis
7.4\u2014Design strength <\/td>\n<\/tr>\n
142<\/td>\n7.5\u2014Temperature and shrinkage reinforcement
7.6\u2014Detailing <\/td>\n<\/tr>\n
145<\/td>\n7.7\u2014Examples <\/td>\n<\/tr>\n
283<\/td>\nCHAPTER 8\u2014DIAPHRAGMS
8.1\u2014Introduction
8.2\u2014Material
8.3\u2014Service limits
8.4\u2014Analysis <\/td>\n<\/tr>\n
285<\/td>\n8.5\u2014Design strength <\/td>\n<\/tr>\n
286<\/td>\n8.6\u2014Reinforcement detailing <\/td>\n<\/tr>\n
288<\/td>\n8.7\u2014Summary steps <\/td>\n<\/tr>\n
291<\/td>\n8.8\u2014Examples <\/td>\n<\/tr>\n
355<\/td>\nCHAPTER 9\u2014COLUMNS
9.1\u2014Introduction
9.2\u2014General
9.3\u2014Design limits <\/td>\n<\/tr>\n
356<\/td>\n9.4\u2014Required strength <\/td>\n<\/tr>\n
358<\/td>\n9.5\u2014Design strength <\/td>\n<\/tr>\n
359<\/td>\n9.6\u2014Reinforcement limits
9.7\u2014Reinforcement detailing <\/td>\n<\/tr>\n
361<\/td>\n9.8\u2014Design steps <\/td>\n<\/tr>\n
364<\/td>\n9.9\u2013\u2013Examples <\/td>\n<\/tr>\n
393<\/td>\nCHAPTER 10\u2014STRUCTURAL REINFORCED CONCRETE WALLS
10.1\u2014Introduction
10.2\u2014General <\/td>\n<\/tr>\n
395<\/td>\n10.3\u2014Required strength <\/td>\n<\/tr>\n
396<\/td>\n10.4\u2013\u2013Design strength <\/td>\n<\/tr>\n
400<\/td>\n10.5\u2013\u2013Detailing <\/td>\n<\/tr>\n
401<\/td>\n10.6\u2013\u2013Summary <\/td>\n<\/tr>\n
402<\/td>\n10.7\u2014Examples <\/td>\n<\/tr>\n
421<\/td>\nCHAPTER 11\u2014FOUNDATIONS
11.1\u2014Introduction
11.2\u2014Footing design <\/td>\n<\/tr>\n
422<\/td>\n11.3\u2014Design steps <\/td>\n<\/tr>\n
424<\/td>\n11.4\u2014Footings subject to eccentric loading <\/td>\n<\/tr>\n
425<\/td>\n11.5\u2014Combined footing <\/td>\n<\/tr>\n
427<\/td>\n11.6\u2014Examples <\/td>\n<\/tr>\n
491<\/td>\nCHAPTER 12\u2014RETAINING WALLS
12.1\u2014General <\/td>\n<\/tr>\n
492<\/td>\n12.2\u2014Design limits <\/td>\n<\/tr>\n
493<\/td>\n12.3\u2014Applied forces <\/td>\n<\/tr>\n
494<\/td>\n12.4\u2014Design strength
12.5\u2014Reinforcement limits <\/td>\n<\/tr>\n
495<\/td>\n12.6\u2014Detailing
12.7\u2014Summary <\/td>\n<\/tr>\n
497<\/td>\n12.8\u2014Examples <\/td>\n<\/tr>\n
591<\/td>\nCHAPTER 13\u2014SERVICEABILITY
13.1\u2014Introduction
13.2\u2014Limitations on member thickness
13.3\u2014Immediate deflection behavior of beams or one-way slabs <\/td>\n<\/tr>\n
594<\/td>\n13.4\u2013\u2013Time-dependent deflection calculation
13.5\u2013\u2013Distribution of flexural reinforcement in one-way slabs and beams <\/td>\n<\/tr>\n
595<\/td>\n13.6\u2014Shrinkage and temperature reinforcement: nonprestressed
13.7\u2014Shrinkage and temperature reinforcement \u2013 post-tensioned <\/td>\n<\/tr>\n
596<\/td>\n13.8\u2014Permissible stresses in prestressed concrete flexural members
13.9\u2014Permissible stresses at transfer of prestress
13.10\u2014Permissible concrete compressive stresses at service loads <\/td>\n<\/tr>\n
597<\/td>\n13.11\u2014Examples <\/td>\n<\/tr>\n
618<\/td>\n13.12\u2014Deflection design aids <\/td>\n<\/tr>\n
635<\/td>\nCHAPTER 14\u2014STRUT-AND-TIE MODEL
14.1\u2014Introduction
14.2\u2014Concept
14.3\u2014Design <\/td>\n<\/tr>\n
636<\/td>\n14.4\u2014Struts <\/td>\n<\/tr>\n
638<\/td>\n14.5\u2014Ties <\/td>\n<\/tr>\n
639<\/td>\n14.6\u2014Nodal zones <\/td>\n<\/tr>\n
640<\/td>\n14.7\u2014Usual calculation steps and modeling consideration to apply strut-and-tie model <\/td>\n<\/tr>\n
641<\/td>\n14.8\u2014Examples <\/td>\n<\/tr>\n
689<\/td>\nCHAPTER 15\u2014ANCHORING TO CONCRETE
15.1\u2014Introduction
15.2\u2014Materials
15.3\u2014Design assumptions <\/td>\n<\/tr>\n
690<\/td>\n15.4\u2014Loads on anchors <\/td>\n<\/tr>\n
692<\/td>\n15.5\u2014Discussion on anchors resisting tension
15.6\u2014Discussion on anchors resisting shear <\/td>\n<\/tr>\n
693<\/td>\n15.7\u2014Limitations on installation geometry <\/td>\n<\/tr>\n
694<\/td>\n15.8\u2014Examples <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

SP-17M-14: The Reinforced Concrete Design Handbook (Metric) 2018<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2018<\/td>\n864<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":183069,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-183066","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/183066","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/183069"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=183066"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=183066"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=183066"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}