ACI 301M-10: Metric Specifications for Structural Concrete by ACI Committee 301

By ACI Committee 301

It is a Reference Specification that the Architect/Engineer can practice to any development undertaking regarding structural concrete by way of bringing up it within the undertaking requisites. Checklists are supplied to help the Architect/Engineer in supplementing the provisions of this Reference Specification as wanted by means of designating or specifying person venture requisites. the 1st 5 sections of this rfile disguise basic development standards for cast-in-place structural concrete and slabs-on-ground. those sections hide fabrics and proportioning of concrete; reinforcement and prestressing metal; creation, putting, completing, and curing of concrete; formwork functionality standards and building; remedy of joints; embedded goods; fix of floor defects; and completing of shaped and unformed surfaces. Provisions governing checking out, evaluate, and popularity of concrete in addition to attractiveness of the buildings are incorporated. the rest sections are dedicated to architectural concrete, light-weight concrete, mass concrete, post-tensioned concrete, shrinkagecompensating concrete, commercial ground slabs, tilt-up building, precast structural concrete, and precast architectural concrete.

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Extra resources for ACI 301M-10: Metric Specifications for Structural Concrete

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Grenier-Loustalot, M-F and Lartigau, C J (1997), ‘Influence of the stoichiometry of epoxy-cyanate systems (non-catalyzed and catalyzed) on molten state reactivity’, Polym Sci A: Polym Chem, 35, 3101–15. Gupta, A, Singhal, R and Nagpal, A K (2003), ‘Crosslinking reaction of epoxy resin (diglycidyl ether of bisphenol A) by anionically polymerized polycaprolactam I. Mechanism and optimization’, J Appl Polym Sci, 89, 3237–47. Gupta, A, Singhal, R and Nagpal, A K (2004), ‘Reactive blends of epoxy resin (DGEBA) crosslinked by anionically polymerized polycaprolactam: process of epoxy cure and kinetics of decomposition’, J Appl Polym Sci, 92, 687–97.

Ecole Polytechnique Federale de Lausanne, Composite Construction Laboratory (EPFL, 2008) has active projects on adhesive systems. Sika (1998) provides a family of products specifically targeted for the construction market. A widely publicized failure of an epoxy-bonded structure leading to a fatality was the collapse of the tunnel ceiling in Boston’s ‘Big Dig’ in 2006. While the National Transporation Safety Board found blame in many places, the structural cause of the failure was the slow creep of the epoxy adhesive used to mount the anchor bolts (NTSB, 2007).

Shannon, R W, Stifel, P, Beger, R, Hughes, E J and Rutherford, J L (1978), Primary Adhesively Bonded Structure Technology (PABST). General Material Property Data, Defense Technical Information Center, Accession Number: ADA077891. 13/© Sika AG, Switzerland. Sultan, J N and McGarry, F J (1973), ‘Effect of rubber particle size on deformation mechanisms in glassy state’, Polym Eng Sci, 13(1), 29–34. Unnikrishnan, K P and Thachil, E T (2006), ‘Toughening of epoxy resins’, Designed Monomers Polym, 9(2), 129–52.

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