By ACI Committee 376
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.
Read Online or Download ACI 376-11 - Code Requirements for Design and Construction of Concrete Structures for the Containment of Refrigerated Liquefied Gases and Commentary PDF
Best architecture books
Concentrating on the sensible concerns which must be addressed via somebody fascinated by library layout, the following Ken Worpole deals his well known services to architects, planners, library pros, scholars, neighborhood executive officials and contributors attracted to developing and maintaining profitable library structures and companies.
Detect the secrets and techniques of the Google SketchUp with the sixteen real-world professional-level initiatives together with parks, buildings, suggestion paintings, and representation. Google SketchUp Workshop comprises all of the wide selection of tasks that SketchUp can be utilized for-architectural visualization, panorama layout, game and movie notion, and extra.
The e-book is a radical piece of scholarship, each one of its chapters an important essay. - AIA magazine
A monograph at the award-winning Jordanian architect Rasem Badran (b. 1945), and a party of his works. The advent explains the author's first stumble upon with Badran's paintings and gives a short define of the architect's new angle to structure. the most ebook is split into seven chapters, tracing Badran's education in Palestine and Germany and his next go back to the center East.
Extra resources for ACI 376-11 - Code Requirements for Design and Construction of Concrete Structures for the Containment of Refrigerated Liquefied Gases and Commentary
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.
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