{"id":160723,"date":"2024-10-19T09:39:17","date_gmt":"2024-10-19T09:39:17","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-314r-16\/"},"modified":"2024-10-25T01:57:57","modified_gmt":"2024-10-25T01:57:57","slug":"aci-314r-16","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-314r-16\/","title":{"rendered":"ACI 314R 16"},"content":{"rendered":"

This guide presents simplified methods and design techniques that facilitate and speed the engineering of low-rise buildings within certain limitations. Material is presented in an order that follows typical design process with procedures introduced as the designer will need them in the course of a building design. Much of the information presented in this guide is derived from ACI 318, ASCE 7, and the 2015 International Building Code (IBC) (International Code Council 2015). The quality and testing of materials used in construction are covered by references to the appropriate ASTM standard specifications. Whereas many of the tables, charts, and values included in this guide originated from the aforementioned reference documents, they have been modified or reorganized to be more conservative, to match design process flow, or better support the holistic and simplified design approach presented. Although this guide is not written in mandatory language, the information is presented in such a manner that a structure designed following this guide will, in principle, comply with the codes and standards on which it was based. Although this guide is written in nonmandatory language, it is meant to be applied as a whole, because the simplified provisions are interdependent, and it would be unsafe to employ only a portion of this guide and disregard the remainder. This guide is not a code and is not deemed to satisfy ACI 318, ASCE 7, and the International Building Code (International Code Council 2015). This guide is expected to be especially useful in the education and training of engineers in reinforced concrete design of low-rise structures of small to medium floor areas. There are many options within these standards that are not considered in this guide, such as the use of supplementary cementitious materials in concrete mixtures. As this guide will be used as a design aid, it is the licensed design professional\u2019s responsibility to ensure that the structure design satisfies the requirements of ACI 318, ASCE 7, the International Building Code (International Code Council 2015), and the legal requirements of the local jurisdiction. The original draft of the guide, published as ACI IPS-1 (2002), was produced by a Joint Committee of Instituto Colombiano de Normas T\u00e9cnicas y Certificaci\u00f3n (Colombian Institute for Technical Standards and Certification) (ICONTEC) and Asociaci\u00f3n Colombiana de Ingenier\u00eda S\u00edsmica (Colombian Association for Earthquake Engineering) (AIS). The initial drafting of ACI IPS-1 (2002) was motivated by frequent worldwide discussions that reinforced concrete codes might be unnecessarily sophisticated for some applications, such as small low-rise buildings. Current knowledge of reinforced concrete behavior obtained through experimentation and experience, and its status and dissemination as a structural material used worldwide, made developing a simplified design and construction guide feasible. This guide used ACI IPS-1 (2002) as a basis, with information derived from ACI 318, ASCE 7, and the International Building Code (International Code Council 2015). This guide presents simplified approaches to assist engineers in designing low-rise buildings within certain limitations, in addition to the following: (a) Information on the order needed in the course of a design (b) Explanatory material at appropriate places (c) Computations only requiring a hand calculator (d) Graphs and graphical explanations (e) Design information based on simplified strength models (f) Other limit states accounted for by minimum dimensions (g) Conservative loads and simplified analysis guidelines (h) Simplified geotechnical information to help define soil-bearing capacity (i) Shear walls as the seismic-force-resisting system (j) Material and construction guidelines based on commonly available steel grades and medium-strength concrete that can be site mixed. Keywords: concrete quality; foundation design; frame analysis;<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nTITLE PAGE
\n <\/td>\n<\/tr>\n
5<\/td>\nCHAPTER 1\u2014GENERAL
1.1\u2014Scope
1.2\u2014Purpose
1.3\u2014Limitations <\/td>\n<\/tr>\n
6<\/td>\n1.4\u2014Supporting codes and standards <\/td>\n<\/tr>\n
7<\/td>\n1.5\u2014Design and construction procedure <\/td>\n<\/tr>\n
8<\/td>\n1.6\u2014Limit states
1.7\u2014Strength design <\/td>\n<\/tr>\n
9<\/td>\n1.8\u2014Serviceability design
CHAPTER 2\u2014NOTATION AND DEFINITIONS
2.1\u2014Notation <\/td>\n<\/tr>\n
12<\/td>\n2.2\u2014Definitions <\/td>\n<\/tr>\n
16<\/td>\nCHAPTER 3\u2014STRUCTURAL SYSTEM LAYOUT
3.1\u2014Description of structural components <\/td>\n<\/tr>\n
17<\/td>\n3.2\u2014General
3.3\u2014Structural layout <\/td>\n<\/tr>\n
18<\/td>\n3.4\u2014Feasibility of guide usage
CHAPTER 4\u2014LOADS
4.1\u2014General
4.2\u2014Load factors and load combinations <\/td>\n<\/tr>\n
19<\/td>\n4.3\u2014Mass and weight
4.4\u2014Weight of materials
4.5\u2014Dead loads <\/td>\n<\/tr>\n
23<\/td>\n4.6\u2014Live loads <\/td>\n<\/tr>\n
24<\/td>\n4.8\u2014Rain load
4.9\u2014Snow load
4.10\u2014Wind loads <\/td>\n<\/tr>\n
28<\/td>\n4.12\u2014Soil weight and lateral pressure
4.13\u2014Lateral loads <\/td>\n<\/tr>\n
29<\/td>\n4.14\u2014Lateral-force-resisting system <\/td>\n<\/tr>\n
31<\/td>\n4.15\u2014Minimum amount of reinforced concrete structural walls <\/td>\n<\/tr>\n
33<\/td>\nCHAPTER 5\u2014GENERAL REINFORCED CONCRETE INFORMATION
5.1\u2014Scope
5.2\u2014Materials for reinforced concrete
5.3\u2014Minimum and maximum reinforcing bar diameter <\/td>\n<\/tr>\n
34<\/td>\n5.5\u2014Minimum reinforcement bend diameter <\/td>\n<\/tr>\n
36<\/td>\n5.8\u2014Development length, lap splicing, and anchorage of reinforcement
5.9\u2014Longitudinal reinforcement <\/td>\n<\/tr>\n
37<\/td>\n5.10\u2014Transverse reinforcement
5.11\u2014Flexure <\/td>\n<\/tr>\n
38<\/td>\n5.12\u2014Axial loads with or without flexure <\/td>\n<\/tr>\n
39<\/td>\n5.13\u2014Shear <\/td>\n<\/tr>\n
41<\/td>\n5.14\u2014Bearing
CHAPTER 6\u2014FLOOR SYSTEMS
6.1\u2014Types of floor systems <\/td>\n<\/tr>\n
44<\/td>\n6.2\u2014Selection of floor system
6.3\u2014Structural integrity
6.4\u2014One-way and two-way load paths
6.5\u2014Minimum depth for floor system members <\/td>\n<\/tr>\n
46<\/td>\n6.6\u2014Trial dimensions for floor system
6.7\u2014Floor finish
6.8\u2014Ducts, shafts, openings, and embedded piping <\/td>\n<\/tr>\n
47<\/td>\nCHAPTER 7\u2014SOLID SLABS SUPPORTED ON GIRDERS, BEAMS, JOISTS, OR REINFORCED CONCRETE WALLS
7.1\u2014General
7.2\u2014Loads
7.3\u2014Reinforcement details <\/td>\n<\/tr>\n
49<\/td>\n7.4\u2014Shear strength
7.5\u2014Slab between joists <\/td>\n<\/tr>\n
50<\/td>\n7.6\u2014Cantilevers of slabs supported on girders, beams, or walls <\/td>\n<\/tr>\n
51<\/td>\n7.7\u2014One-way, single-span solid slabs spanning between girders, beams, or reinforced concrete walls <\/td>\n<\/tr>\n
52<\/td>\n7.8\u2014One-way solid slabs supported on girders, beams, or walls with two or more spans <\/td>\n<\/tr>\n
53<\/td>\n7.9\u2014Two-way solid slabs spanning between girders, beams, or reinforced concrete walls <\/td>\n<\/tr>\n
61<\/td>\nCHAPTER 8\u2014GIRDERS, BEAMS, AND JOISTS
8.1\u2014General
8.2\u2014Loads
8.3\u2014Reinforcement types <\/td>\n<\/tr>\n
62<\/td>\n8.4\u2014Longitudinal reinforcement <\/td>\n<\/tr>\n
66<\/td>\n8.5\u2014Transverse reinforcement <\/td>\n<\/tr>\n
68<\/td>\n8.6\u2014Joists and beams supported by girders <\/td>\n<\/tr>\n
72<\/td>\n8.7\u2014Girders that are part of a frame <\/td>\n<\/tr>\n
74<\/td>\nCHAPTER 9\u2014SLAB-COLUMN SYSTEMS
9.1\u2014General
9.2\u2014Loads <\/td>\n<\/tr>\n
75<\/td>\n9.3\u2014Dimensional limits <\/td>\n<\/tr>\n
76<\/td>\n9.4\u2014Reinforcement details <\/td>\n<\/tr>\n
78<\/td>\n9.5\u2014Shear strength <\/td>\n<\/tr>\n
79<\/td>\n9.6\u2014Minimum slab thickness as required by punching shear
9.7\u2014Minimum slab thickness as required by beam action <\/td>\n<\/tr>\n
80<\/td>\n9.8\u2014Flexure <\/td>\n<\/tr>\n
82<\/td>\n9.9\u2014Calculation of support reactions
CHAPTER 10\u2014COLUMNS
10.1\u2014General
10.2\u2014Loads <\/td>\n<\/tr>\n
83<\/td>\n10.3\u2014Dimensional limits <\/td>\n<\/tr>\n
84<\/td>\n10.4\u2014Reinforcement details <\/td>\n<\/tr>\n
88<\/td>\n10.5\u2014Flexure
10.6\u2014Shear <\/td>\n<\/tr>\n
89<\/td>\n10.7\u2014Calculation of foundation reaction
CHAPTER 11\u2014SEISMIC RESISTANCE
11.1\u2014Special reinforcement details for seismic zones <\/td>\n<\/tr>\n
95<\/td>\n11.2\u2014Interaction with nonstructural elements <\/td>\n<\/tr>\n
96<\/td>\nCHAPTER 12\u2014REINFORCED CONCRETE WALLS
12.1\u2014General
12.2\u2014Loads <\/td>\n<\/tr>\n
97<\/td>\n12.3\u2014Dimensional limits
12.4\u2014Reinforcement details <\/td>\n<\/tr>\n
99<\/td>\n12.5\u2014Flexure
12.6\u2014Shear
12.7\u2014Calculation of reactions at the foundation <\/td>\n<\/tr>\n
100<\/td>\n12.8\u2014Core walls
CHAPTER 13\u2014OTHER STRUCTURAL MEMBERS
13.1\u2014Stairways and ramps <\/td>\n<\/tr>\n
102<\/td>\n13.2\u2014Small water tanks (for potable water storage) <\/td>\n<\/tr>\n
103<\/td>\nCHAPTER 14\u2014FOUNDATIONS
14.1\u2014Soil investigation
14.2\u2014Allowable soil-bearing capacity <\/td>\n<\/tr>\n
104<\/td>\n14.3\u2014Settlement criteria
14.4\u2014Dimensioning foundation members
14.5\u2014Spread footings <\/td>\n<\/tr>\n
108<\/td>\n14.6\u2014Wall footings <\/td>\n<\/tr>\n
109<\/td>\n14.7\u2014Combined footings <\/td>\n<\/tr>\n
110<\/td>\n14.8\u2014Piles and caissons
14.9\u2014Footings on piles
14.10\u2014Foundation mats <\/td>\n<\/tr>\n
112<\/td>\n14.11\u2014Retaining walls <\/td>\n<\/tr>\n
116<\/td>\n14.12\u2014Grade beams (foundation beams) <\/td>\n<\/tr>\n
117<\/td>\n14.13\u2014Slabs-on-ground
CHAPTER 15\u2014DRAWINGS AND SPECIFICATIONS
15.1\u2014General <\/td>\n<\/tr>\n
118<\/td>\n15.2\u2014Structural drawings <\/td>\n<\/tr>\n
119<\/td>\n15.3\u2014Project specifications
CHAPTER 16\u2014CONSTRUCTION
16.1\u2014Introduction <\/td>\n<\/tr>\n
120<\/td>\n16.2\u2014Concrete mixture proportioning <\/td>\n<\/tr>\n
122<\/td>\n16.4\u2014Concrete mixing and transportation <\/td>\n<\/tr>\n
124<\/td>\n16.5\u2014Concrete strength evaluation <\/td>\n<\/tr>\n
125<\/td>\n16.6\u2014Concrete curing
16.7\u2014Form removal <\/td>\n<\/tr>\n
126<\/td>\nCHAPTER 17\u2014REFERENCES <\/td>\n<\/tr>\n
127<\/td>\nAPPENDIX A\u2014COMPARISON OF ACI 314R-16 TO ACI 318-14, INTERNATIONAL BUILDING CODE (2015), AND ASCE 7-10 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

314R-16 Guide to Simplified Design for Reinforced Concrete Buildings<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2016<\/td>\n132<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160728,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-160723","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\/160723","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\/160728"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160723"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160723"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160723"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}