Aci2008
Páginas: 13 (3180 palabras)
Publicado: 2 de mayo de 2010
ACI/PCA Seminar—ACI 318-08 Building Code
Earn continuing education credit by attending this seminar!
locations & dates
Chicago, IL
October 1, 2008
Charlotte, NC
November 20, 2008
Washington, DC
October 2, 2008
Des Moines, IA Cleveland, OH
December 2, 2008 December 4, 2008
ACI 318-08 BuildingCode
ACI/PCA One-day Seminar
Attend this seminar to learn the new Code provisions and how to implement them correctly in your day-today work. Instructors will explain each change, why it was made, and what it means to you as a designer and specifier of structural concrete.
Portland, OR Dallas, TX
October 9, 2008 October 14, 2008
New Brunswick, NJ
December 9, 2008
Albany, NYOctober 16, 2008
Miami, FL
December 11, 2008
Minneapolis, MN
October 21, 2008 October 23, 2008
San Francisco, CA
December 16, 2008
Kansas City, KS Orlando, FL Denver, CO
October 28, 2008 October 29, 2008
St. Louis, MO Phoenix, AZ
November 6, 2008 November 13, 2008
New York, NY
November 18, 2008
Additional ACI/PCA 318-08 Building Code seminars are being offered nextspring. Please see www. concreteseminars.com for dates.
Topics to be covered include:
n Definition of exposure categories and classes for durability n Enhanced structural integrity reinforcement n Headed shear stud reinforcement and headed deformed bars n New design requirements for most Seismic Design Categories n Expanded and enhanced Appendix D, Anchoring to Concrete n And muchmore!
Receive FREE publications valued at $298.00.
ACI/PCA One-day Seminar
ACI 318-08, Building Code
There are many important changes in ACI 318-08. The licensed design professional is required to assign exposure categories and classes based on the severity of the anticipated exposure of structural members to achieve durability. Requirements are presented to select effectivestiffness to determine lateral deflections. A new simple procedure helps determine if compression members are considered braced or unbraced. Provisions are introduced for the design of headed stud assemblies. Design and detailing requirements are correlated with the Seismic Design Categories in the IBC. The use of high-strength confining steel is permitted to help reduce congestion. The beneficialeffect of supplementary reinforcement and anchor reinforcement on the capacity of anchors is quantified. Some of the major topics covered in this seminar include: New provisions for headed shear stud reinforcement and headed deformed bars Licensed design professional to prescribe new exposure categories and classes for durability requirements Enhanced structural integrity requirements Modeling procedure for evaluation of lateral displacements Increased allowable concrete compression stress immediately after prestress transfer Use of supplementary reinforcement and anchor reinforcement to enhance the capacity of anchors Ductility requirements for anchors in seismic zones Reorganized and enhanced provisions for Earthquake-Resistant Structures in order ofincreasing Seismic Design Category Increased design yield strength for confinement reinforcement to help reduce congestion Also covered in this seminar are the following topics: Introduction of “shear cap” and differentiation with “drop panel” for two-way slabs Strength test based on three 4 x 8 in. cylinders or two 6 x 12 in. cylinders A 12-month limit set on historical data used toqualify mixture proportions Modified strength reduction factors for spirally reinforced columns and plain concrete Simple procedure to define braced and nonbraced compression members, and reorganized column slenderness provisions Limits on depths of beams and hollow core units exempted from the requirement for minimum shear reinforcement Steel fiber-reinforced concrete as an...
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