For a listing of and access to all product errata, visit the Errata page. These items are not eligible for return. Strength reduction factors Subject Areas:
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Bridges and other structures; Highways; Law; Materials; I May 5 Find a library where document is available.
It is the function of this commentary to fill this axi. Among the subjects covered are: Other documents 31-02 provide suggestions for carrying out the requirements of the code are also cited. For the case of flexural designs, reinforcement ratios including limits of minimum and maximum reinforcement ratios on the basis of tension-controlled sections at nominal strengths are computed and represented.
Errata are not included for collections or sets of documents such as the ACI Collection.
318-02/318R-02: Building Code Requirements for Structural Concrete and Commentary
The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. The strength reduction factors based on strain limits at nominal strength of the members are summarized.
Figures; References; Tables; Pagination: The code portion of this document covers the proper design and construction of buildings of structural concrete.
Design and Planning of Transport Infrastructure; I These factors were revised in the American Concrete Institute building code requirements adopted in for structural concrete.
ACI in Practice
Any applicable errata are included with individual documents at the time of purchase. For reinforcement with yield strength in excess of 60 ksi, the author has developed expressions for the strength reduction of factors. Because the ACI Building Code is written as a legal document so that it may be adopted by reference in a general building code, it cannot present background details or suggestions for carrying out its requirements or intent.
For a listing of and access to all product 318-20, visit the Errata page.
The commentary discusses some of the considerations of the committee in developing the code with emphasis given to the explanation of new or revised provisions that may be unfamiliar to code users. Concrete; Filing Info Accession Number: References to much of the research data referred to in preparing the code are cited for the user desiring to study individual questions in greater detail.
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This article summarizes the strength reduction factors to be used for the design of reinforced and prestressed concrete members. These items are not eligible for return. The code has been written in such form that it may be adopted by reference in a general building code and earlier editions have been widely used in this manner. The quality and testing of materials used in construction are covered by reference to the appropriate ASTM standard specifications.
Strength reduction factors Subject Areas: Tuan, T M Publication Date: American Aco Institute Uncontrolled Terms: