We’ve mentioned ACI 318 Appendix D a few times lately. First, in our article, Concrete Anchor Bolts: Why These Little Components Are A Big Deal, and then again in Engineering and Design of Concrete Anchor Bolts. The upshot is that ANSI/RMI MH16.1 – Specification for the Design, Testing and Utilization of Industrial Steel Storage Racks references ACI 318 Appendix D for anchor bolt design regarding securing pallet racks to the concrete floor.The International Building Code (IBC) also gets into the act with its requirements for concrete anchorage which references ACI 318 Appendix D, which establishes the design rules for anchoring to concrete.
But all of that really doesn’t explain what ACI 318 and its Appendix D are all about. Let’s take a a closer look.
A Brief History of the ACI
Before we get into ACI 318, let’s look at the ACI (American Concrete Institute), it’s history, and it’s purpose. Formerly known as he National Association of Cement Users (NACU), this non-profit technical society was formed in 1904 when Charles C. Brown discussed in an editorial the idea of forming an organization to bring order and standard practices to the concrete building industry. The first committees were appointed at a 1905 convention in Indianapolis and offered preliminary reports on several subject areas. In 1909 a committee (later called the ACI Committee 318) was established to develop a concrete code. The “Standard Building Regulations for the Use of Reinforced Concrete” was adopted at the 1910 convention and became the association’s first reinforced concrete building code.
What is the ACI 318?
By the end of the 1930s, the code known as ACI 318 became the single document in the US dealing with concrete design. In 1989 the name of ACI 318 was changed from “Building Regulations for the Use of Reinforced Concrete” to “Building Code Requirements for Structural Concrete.”
The “Building Code Requirements for Structural Concrete” covers the materials, design, and construction of structural concrete used in buildings and where applicable in non-building structures. ACI 318 also covers the strength evaluation of existing concrete structures.
The ACI states:
The “Building Code Requirements for Structural Concrete” (“Code”) provides minimum requirements for the materials, design, and detailing of structural concrete buildings and, where applicable, nonbuilding structures. This Code addresses structural systems, members, and connections, including cast-in-place, precast, plain, nonprestressed, prestressed, and composite construction. Among the subjects covered are: design and construction for strength, serviceability, and durability; load combinations, load factors, and strength reduction factors; structural analysis methods; deflection limits; mechanical and adhesive anchoring to concrete; development and splicing of reinforcement; construction document information; field inspection and testing; and methods to evaluate the strength of existing structures.
There have been many changes and additions to the code over the years. For example, the 1971 code had 750 provisions; there are now more than 2,500 provisions. Here’s a synopsis of the significant changes since 1971.
• Development lengths
• Torsional strength
• Seismic design and detailing
• Integrity reinforcement
• Concrete exposure classes
• Strain-based strength reduction factors
• Anchoring to concrete
Though there have been nine editions of the concrete code since 1971. T latest edition, ACI 318-14, has undergone a complete restructuring and represents the first reorganization of the concrete code in 45 years. Not only has the size of the manual grown dramatically since 1971, but the location of key elements has changed significantly.
According to the ACI, the major goals of the reorganization were for users to quickly find information, to increase certainty that a design fully meets the code, and for the ability to add new topics easily. Now organized from a designer’s perspective, the new ACI 318-14 assembles contractor provisions into one chapter instead of sprinkled throughout the manual to reduce the possibility of mistakes. The intention is that contractors should no longer need to learn the entire ACI 318-14 Code; rather, the new Chapter 26 Construction Chapter outlines what licensed design professional needs to provide to the contractor via the construction documents.
In addition to the many organizational changes in ACCI 318-14, there are a number of technical changes. The chapters that encompass most of the technical changes from the old code to the new are chapters 18, “Earthquake Resistant Structures” and chapter 19, “Concrete: Design and Durability Requirements”.
What is Appendix D?
In the old code, ACI 318-11, the installation, testing, and inspection of concrete anchors were addressed in Appendix D, “Anchoring to Concrete”. In the new code, ACI 318-14, Appendix D is gone (as well as all other Appendices). The former Appendix D on concrete anchors is now contained in Chapter 17 of ACI 318-14 and is still called “Anchoring to Concrete”. Our next post will delve into this 50 page chapter, so stay tuned! ( (Be the first to know –subscribe to our blog now to get the next post delivered directly to your email!)
We take every part of your pallet rack system seriously. From starting with high yield strength carbon steel (we can produce mill certificates for every piece of coil that we purchase), to superior engineering & product design for every inch and element of your rack system (including the anchor bolts!), to expert systems design & equipment integration, Next Level is committed to on-going quality assurance in the design, manufacture, sale and service of quality storage products. For more information on how we can help you increase efficiency and profitability, contact us here or call 800-230-8846 now to speak to a design expert.[/fusion_text][/fusion_builder_column][/fusion_builder_row][/fusion_builder_container]]]>