ACI 350.3-06 PDF

(ACI ) An ACI Standard. Reported by ACI Committee Seismic Design of Liquid-Containing Concrete Structures and Commentary. ACI Seismic Design of Liquid-Containing Concrete Structures and Commentary. standard by American Concrete Institute, 01/01/. The seismic design provisions of the previous () edition of ACI were very limited in ACI covers all types of concrete tanks (prestressed and.

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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 This required the inclusion of all types of tanks—rectangular, as well as circular; and reinforced concrete, as well as prestressed.

The user should note the following general design methods used in this standard, which represent some of the key differences relative to traditional methodologies, wci as those described in ASCE This approach offers at least two advantages:. For a listing of and access to all product errata, visit the Errata page. 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.


Concrete Structures for Containment of Hazardous Materials.

350.3-06 Seismic Design of Liquid-Containing Concrete Structures and Commentary

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. The full and 530.3-06 returned product will be accepted if returned within 60 days of receipt and in salable condition.

These procedures address the loading side of seismic design and are intended to complement ACISection 1. Aco applicable errata are included with individual documents at the time of purchase.

– ACI Seismic Loads for Liquid-Containing Rectangular RC Tank

Choose Product Language English. Provisions similar to Section 1. This standard prescribes procedures for the seismic analysis and design of liquid-containing concrete structures. It makes it easier to update these seismic adi so as to keep up with the frequent changes and improvements in the field of seismic hazard analysis and evaluation.

ACI 350.3-06 Seismic Design of Liquid Containing Concrete Structures and Commentary

Instead of assuming a rigid tank for which the acceleration is equal to the ground acceleration at all locations, this standard assumes amplification of response due to natural frequency of the tank.


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.


These items are not eligible for return. This meant that these procedures should cover both aspects of seismic design: The following paragraphs highlight the development of this standard and its evolution to the present format:.

Rather than avi impulsive and convective modes by algebraic sum, this standard combines these modes by square-root-sum-of-the-squares.

As the loading side of seismic design is outside the scope of ACIChapter 21, it was decided 350.3-6 maintain this practice in ACI as well.