ACI 318-14 Building Code Requirements for Structural by ACI committee 318 PDF

By ACI committee 318

ISBN-10: 0870319302

ISBN-13: 9780870319303

ACI 318-14 construction Code standards for Structural Concrete and Commentary


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11 are intended to result in a special precast structural wall having minimum strength and toughness equivalent to that for a special reinforced concrete structural wall of cast-in-place concrete. tendon, external—In new or existing post-tensioned applications, a tendon totally or partially external to the member concrete cross section, or inside a box section, and attached at the anchor device and deviation points. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14) AND COMMENTARY (ACI 318R-14) CODE two-way construction—members designed to be capable of supporting loads through bending in two directions; some slabs and foundations are considered two-way construction.

These abbreviated references correspond to specific standards listed in this chapter. 1 Three articles of the AASHTO LRFD Specifications for Highway Bridge Design (AASHTO LRFDUS) and one article of the AASHTO LRFD Construction Specifications (AASHTO LRFDCONS) are cited in Chapters 2 and 25 of this Code. 1(b). 2 were specified in Chapter 19 of the ACI 318 Building Code. 2 contains qualification requirements for testing and evaluating post-installed expansion and undercut anchors for use in both cracked and uncracked concrete.

Concrete, all-lightweight—lightweight concrete containing only lightweight coarse and fine aggregates that conform to ASTM C330. concrete, lightweight—concrete containing lightweight aggregate and having an equilibrium density, as determined by ASTM C567, between 90 and 115 lb/ft3. concrete, nonprestressed—reinforced concrete with at least the minimum amount of nonprestressed reinforcement 33 COMMENTARY compliance requirements—Although primarily directed to the contractor, the compliance requirements are also commonly used by others involved with the project.

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ACI 318-14 Building Code Requirements for Structural Concrete and Commentary by ACI committee 318

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