New PDF release: ACI 376-11 - Code Requirements for Design and Construction

By ACI Committee 376

ISBN-10: 0870318144

ISBN-13: 9780870318146

This code presents minimal specifications for layout and building of bolstered concrete and prestressed concrete buildings for the garage and containment of refrigerated liquefied gases (RLG) with provider temperatures among +40 and –325°F. the foundations indexed herein are acceptable to concrete foundations of double-steel tanks topic to the approval of the landlord.

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Additional info for ACI 376-11 - Code Requirements for Design and Construction of Concrete Structures for the Containment of Refrigerated Liquefied Gases and Commentary

Sample text

16, which include severe thermal loading conditions, the structure should be analyzed for the entire transient history up to and including steady state. Both maximum and minimum design ambient temperatures should be used as the initial temperature profiles for the analysis of all loading conditions. 15, the temperature for the entire structure, including the roof, should be estimated. The temperature resulting from vapor generation during spill events should be taken into account. 16 should consider the entire temperature time history and be analyzed on the basis of transient inelastic response.

1981], and Doi et al. 1 Moisture content of concrete—The expected moisture content of the concrete shall be included in the assessment of thermal conductivity, thermal deformation, permeability, specific heat, moisture migration, and the risk of freezing-and-thawing attack. 1 Properties of concrete under cryogenic conditions are greatly affected by the moisture content. Saturated concrete can degrade due to expansion of water on freezing. Nevertheless, many properties of moist concrete, such as strength, stiffness, permeability, and moisture migration, can be enhanced at low temperatures.

5). 2. 2 load factor for all normal thermal effects is per ACI 350, Eq. (9-2). 2 load factor is per ACI 350, Eq. (9-2) and (9-5). 2. 5 Construction loads are categorized as live loads. 6 is per ACI 350, Eq. (9-2). Installation loads are better defined and less variable than construction loads, and are treated as dead loads per ACI 350, Eq. (9-1). 9 load factor is consistent with ACI 350, Eq. (9-6) and (9-7), when higher installation loads reduce the effect of other loads. Testing and commissioning loads are controlled and monitored and, as such, are treated as dead loads.

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ACI 376-11 - Code Requirements for Design and Construction of Concrete Structures for the Containment of Refrigerated Liquefied Gases and Commentary by ACI Committee 376

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