The Concrete Manual, now updated to the 2015 IBC and ACI 318-14, provides the guidance and information that inspectors and other construction professionals need to become more proficient in concrete field practices and inspection.
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- Jun 28, 2018 - ACI 318-14 Building Code Requirements for Structural Concrete and Commentary by ACI committee 318 (2014-01-01) Download at.
- BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318‐14) Chapter 1—General 1.1—Scope of ACI 318 1.1.1—This chapter addresses (a) through (h): (a) General requirements of this Code (b) Purpose of this Code (c) Applicability of this Code (d) Interpretation of this Code.
- ACI 318-11 but has been deleted from ACI 318-14. The 2014 edition of American Concrete Institute (ACI)’s Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14) has undergone a complete reorga-nization from its 2011 edition. ACI 318-14 contains a number of significant technical chang.
The Concrete Manual will:
• Introduce concrete and explain what it is and why it behaves as it does
• Explain conventional concrete construction procedures
• Cover special concrete technologies such as Autoclaved, self-consolidating and pervious
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Building Code Requirement for Structural Concrete ACI 318. For all of us... Move With The Cheese & Enjoy ACI 318-14! ACI 318-14 Language 26.5.6 Construction, contraction, & isolation joints 26.5.6.1 Design information: (a) If required by the design, locations and details of construction, isolation, and contraction joints. 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. Is adopted by reference in this Code.The Code user will find that ACI 318-14 has been substantially reorganized. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318‐14) Chapter 1—General 1.1—Scope of ACI 318 1.1.1—This chapter addresses (a) through (h): (a) General requirements of this Code (b) Purpose of this Code (c) Applicability of this Code (d) Interpretation of this Code.
• Discuss control and inspection procedures
• Explore statistical quality control methods and their application to concrete construction
• Detail proper field testing procedures
• Detail proper placement of reinforcement
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A Resource Reference section includes a list of the concrete industry and technical organizations to contact for additional information.
Your purchase of the Concrete Manual includes exclusive online access to the Concrete Manual Workbook to help you master concrete inspection and field practices. The workbook contains learning objectives, lesson notes, key points for studying, and quizzes for each chapter. The answer key includes references to the applicable sections in the Concrete Manual.
Files >Download Footing Design of Shear Wall per ACI 318-14 (FREE!)
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The criterion for the design of foundations of earthquake resisting structures is that the foundation system should be capable of supporting the design gravity loads while maintaining the chosen seismic energy dissipating mechanisms of the structure. The foundation system in this context includes the foundation structure, consisting of reinforced concrete construction, piles, caissons and the supporting soil.
It is evident that for this criterion a suitable foundation system for a given superstructure can be conceived only if the mechanisms by which earthquake actions are disposed of are clearly defined. In most structures inelastic deformations during large earthquakes are expected. Consequently for these structures provisions are to be made for energy dissipation, usually by flexural yielding. It is vital that energy dissipation be assigned by the designer to areas within the superstructure or within the foundation structure in such a manner that the expected ductility demands will remain within recognized capabilities of the selected components. It is particularly important to ensure that any damage that might result in the foundation structure does not lead to a reduction of strength that might affect gravity load carrying capacity.
After defining design criteria in general for foundations of earthquake resisting reinforced concrete structures, principles are set out which govern the choice of suitable foundation systems for various types of shear wall structures. The choice of foundation systems depends on whether the seismic response of the superstructure during the largest expected earthquake is to be elastic or inelastic. For inelastically responding superstructures, preferably the foundation system should be designed to remain elastic. For elastically responding superstructures, suitable foundation systems may be energy dissipating, elastic or of the rocking type. Design criteria for each of these three foundation types are suggested.