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

By ACI Committee 376

ISBN-10: 0870318144

ISBN-13: 9780870318146

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

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

Sample text

Decommissioning loads b) Abnormal loading conditions i. Spill-related loading conditions ii. Earthquake-related loading conditions iii. Explosion or impact-related loading conditions iv. 2. The sequence of construction and post-tensioning shall be accounted for. Operations load combination = D + Pf + (liquid + vapor) pressure + normal thermal and moisture + shrinkage + creep + L + settlement + environmental (wind and snow) Note that normal thermal load is the gradient between the inner and outer faces of a concrete wall.

36 Requirements for Concrete Structures for Containment of Refrigerated Liquefied Gases (ACI 376-11) Code Commentary Protection of prestressing anchors should be provided. At elevated temperatures, the residual strength of the concrete wall should be assessed to ensure that collapse cannot occur if it is required to maintain its structural integrity and liquid contents. For prestressed concrete tank walls subject to fire effects, the most critical factor is usually the rate of temperature increase on an exposed surface.

6 For normal loading conditions, ACI 350 includes shrinkage under “T” type loading and, as per Eq. 2. 2 load factor is used in combination with other loads as per ACI 350, Eq. (9-2). 2. 7 For normal loading conditions, ACI 350 includes creep under “T” type loading and, as per Eq. 2. 2 load factor is used in combination with other loads as per ACI 350, Eq. (9-2). 1(a). 6 is used, as per ACI 350, Eq. (9-2). 0 load factor is used in combination with other loads, as per ACI 350, Eq. (9-5). 2. 2 is used as per ACI 350, Eq.

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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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