Download e-book for iPad: ACI 376-11 - Code Requirements for Design and Construction by ACI Committee 376

By ACI Committee 376

This code presents minimal requisites for layout and development of bolstered concrete and prestressed concrete constructions for the garage and containment of refrigerated liquefied gases (RLG) with carrier 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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Extra info for ACI 376-11 - Code Requirements for Design and Construction of Concrete Structures for the Containment of Refrigerated Liquefied Gases and Commentary

Example text

9. Requirements for allowable stresses or deformations, maximum tolerable damage, or minimum serviceability are specified. In general terms, these requirements are divided into strength requirements and serviceability requirements. 2) Applicable recommendations reported in ACI 372R and ACI 373R should be followed for design and installation of prestressed concrete tanks. 16 shall be satisfied when a primary concrete container is used. 2 The primary container shall remain liquid-tight under: a) Hydrotest b) Operation loads condition c) Operation loads plus operating basis earthquake (OBE) combination.

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.

9 Adequate durability of the concrete, whether it is used as the primary or secondary container, is essential. In particular, design for adequate resistance to cycles of freezing and thawing (secondary containment), sulfate resistance, corrosion protection of metals (chloride ion penetration resistance), resistance to alkali-aggregate reaction, and resistance to chemicals and corrosive gases should be considered. Durability requirements can be found in ACI 350. Where aggregates are suspected to alkali-reactive, they should be tested for potential reactivity using the mortar-bar tests, ASTM C227, ASTM C289, and ASTM C1260.

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