ACI 350-01 PDF

Because ACI is written as a legal document, it may be adopted by reference in a general building code or in regulations governing the design and. An ACI Standard ACI Committee , American Concrete Institute Environmental Engineering Concrete Structures (ACI ), hereinafter called the code. – Free download as PDF File .pdf), Text File .txt) or read online for free. Water Tank Design (Aci & ). Uploaded by.

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An energy method of dynamic analysis may be used instead of the base-shear approach of 4. Calculate the effective mass of the impulsive component of the stored liquid Wiand the 350-011 component Wcusing Fig.

Skip to main content. In rectangular tanks, calculate the stresses in the wall due to the impulsive and convective pressures, depending on the structural system considered 6. C of soft to medium-stiff clay but not more than 40 ft 1. The chapter and section numbering of the code are followed throughout the commentary.

305-01 Jack Moll William C. For a tank with a height-to-diameter ratio of 1: When using preformed slots, vertical bending moments induced in the wall by shear should be considered. Because ACI is written as a legal document, it may be adopted by reference in a general building code or in regulations governing the design and construction of environmental engineering concrete structures.

Walls perpendicular to the earthquake force and in the trailing half of the tank shall be loaded perpendicular to their plane dimension B by: Factor Z Table 4 a represents the maximum effective peak ground acceleration for the site, while C is a period- dependent spectral-amplification factor.

Where overtopping is tolerable, no freeboard provision is necessary. Dynamic lateral forces 1. Click here to sign up.

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If uplift develops on the heel side, then anchor cables must be provided. Where dowels are provided to transfer this shear, the distribution will be the same as shown in Fig. Proper design, materials, and construction of environmental engineering concrete structures are required to produce serviceable concrete that is dense, durable, nearly impermeable, ack to chemicals, with limited deflections and cracking.


The maximum reaction force will be given by: Compute the dynamic lateral forces [Eq. This document was replaced by Walls parallel to the direction of the earthquake force shall be loaded in their plane dimension L by: Remember me on this computer.

Welding of reinforcement is covered by reference to the appropriate AWS standard.

Reference to this commen- ing for sound or visual reproduction or for use in any knowledge or retrieval tary shall not be made in contract documents. Loadings include normal dead and live loads and vibrating equipment or hydrodynamic forces. The American Concrete Institute disclaims any or by any means, including the making of copies by any photo process, or and all responsibility for the stated principles.

Accordingly, the basic scope, format, and environmental aic structures. 3500-01 the subjects covered are: Typical earthquake force distributions in slab action 5.

Calculate the mass of the tank shell wall Ww, and roof Wr.

Superimposed on these lateral unbalanced forces shall be the axisymmetric lateral hydrodynamic force resulting from the hydrodynamic pressure phy acting on the tank wall. D mm of soft clay characterized by a shear wave 2. Calculate the bending and overturning moments [Eq.

For tank Types 2. The design of the wall-footing interface should take the radial shear into account. Using the frequency values determined in Steps 3 and 4, calculate the corresponding natural periods of vibration, Ti and Tc [Eq.

Such structures are used for conveying, storing, or treating liquid, wastewater, or other materials, such as solid waste. The amount of freeboard required for design will vary. The overturning moment exerted by h cosh [ 3. For partially buried tanks, the Rwi value may be linearly A soil profile containing more than 20 ft mm interpolated between that shown for tanks on grade, and for buried tanks.


They act to increase or decrease the hoop stresses.

/R Code Requirements for Environmental Engineering Concrete Structures and Commentary

See also Reference 1, Section R With any one of the tank types covered under this report, the General configuration rectangular or circular floor may be a membrane-type slab, acii raft foundation, or a Wall-base joint type fixed, hinged, or flexible structural slab supported on piles. Because the impulsive and convective 4. Atomic Energy Commission, Emphasis is given to the explanation of provisions that may be unfamiliar to some code users.

In a pseudo-static analysis: In general, the wall-footing interface should have reinforce- ment designed to transmit these shears through the joint.

Note that the damping of the sloshing water is small, approximately 0. This model has been Fig. Select the factor Rw specified for the class of structure being investigated Table 4 d.

The dynamic properties, including periods of vibration and lateral coefficients, shall be permitted to be deter- mined on the basis of generally acceptable methods of dynamic analysis. Select an importance factor I from Table 4 c and a soil profile coefficient S from Table 4 b. Compute the vertical distribution of the impulsive and convective force components in accordance with Chapter 5.

Walls perpendicular acii the direction of the earthquake force shall be analyzed as slabs subjected to the hori- zontal pressures computed in 5. The sloshing pressures on the tank walls result from the fluid motion associated with the For all tanks, wave oscillation.