ACI 350.3-06 PDF

The radial shear attains its maximum value at points on the tank wall oriented zero and degrees to the ground motion and should be determined using cylindrical shell theory and the tank dimensions. The design of the wall-footing interface should take the radial shear into account. In general, the wall-footing interface should have reinforcement designed to transmit these shears through the joint. Alternatively, the wall may be located in a preformed slot in the ring beam footing.

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The user should note the following general design methods used in this standard, which represent some of the key differences relative to traditional methodologies, such as those described in ASCE This required the inclusion of all types of tanks—rectangular, as well as circular; and reinforced concrete, as well as prestressed. These items are not eligible for return.

To produce a self-contained set of procedures that would enable a practicing engineer to perform a full seismic analysis and design of a liquid-containing structure.

This meant that these procedures should cover both aspects of seismic design: Errata are not included for collections or sets of documents such as the ACI Collection. To establish the scope of the new procedures consistent with the overall scope of ACI The seismic force levels and R-factors included in this standard provide results at strength levels, such as those included for seismic design in the International Building Code IBCparticularly the applicable connection provisions of IBC.

This approach offers at least two advantages:. This standard prescribes procedures for the seismic analysis and design of liquid-containing concrete structures. Concrete Structures for Containment of Hazardous Materials.

It makes it easier to update these seismic provisions so as to keep up with the frequent changes and improvements in the field of seismic hazard analysis and evaluation. The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition.

Rather than combining impulsive and convective acii by algebraic sum, this standard combines these modes by afi. The following paragraphs highlight the development of this standard and its evolution to the present format:. Choose Product Language English. Accordingly, the basic scope, format, and mandatory language of Chapter 21 of ACI were retained with only enough revisions to adapt the chapter to environmental engineering structures.

For a listing of and access to all product errata, visit the Errata page. TOP Related Posts.

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Download: Aci 350.3-06 Pdf Free Download.pdf

But based on your first two data points -- buried full depth and silty sand -- my judgement would be that you absolutely should not neglect dynamic soil pressure. The only other tidbit I can provide is to steer you toward a few methods ideally, performed with the guidance of your friendly local geotech. Last I heard though, it was considered to be lagging behind the bleeding edge methods like Steedman-Zeng, Newmark? RE: ACI I come from the nuclear power industry, so it was a method I was already familiar with. It is more appropriate for non-yielding walls than the M-O method, which is based on active pressure conditions.

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ACI 350.3-06 - Seismic Desing of Liquid - Containing Concrete Structures and Comentary

The user should note the following general design methods used in this standard, which represent some of the key differences relative to traditional methodologies, such as those described in ASCE This required the inclusion of all types of tanks—rectangular, as well as circular; and reinforced concrete, as well as prestressed. These items are not eligible for return. To produce a self-contained set of procedures that would enable a practicing engineer to perform a full seismic analysis and design of a liquid-containing structure. This meant that these procedures should cover both aspects of seismic design: Errata are not included for collections or sets of documents such as the ACI Collection.

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ACI 350.3-06 - Seismic Desing of Liquid - Containing Concrete Structures and Comentary

All rights reserved. This material may not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of ACI. The technical committees responsible for ACI committee reports and standards strive to avoid ambiguities, omissions, and errors in these documents. In spite of these efforts, the users of ACI documents occasionally find information or requirements that may be subject to more than one interpretation or may be incomplete or incorrect. ACI committee documents are intended for the use of individuals who are competent to evaluate the significance and limitations of its content and recommendations and who will accept responsibility for the application of the material it contains.

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