Seminar Date: Thursday, September 30, 2010 Time: 8:00 am to 5:00 pm
(Registration from 7:30 am)
Location: Pagoda Hotel & Banquet (C’est Si Bon Ballroom Makai)
Learn the significant changes in the 2008 edition of ACI 318
The Cement and Concrete Products Industry of Hawaii (CCPI) and the Structural Engineers Association of Hawaii (SEAOH) are jointly offering this one-day seminar.
Program Content:
There are many important changes in ACI 318-08. Topics to be covered:
- 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 of increasing seismic design category
- Increased design yield strength for confinement reinforcement to help reduce congestion
Who should attend?
Engineers, architects, specifiers, building officials, and others involved with structural concrete. Qualifies for Continuing Education Credit 0.75 CEUs or 7.5 LUs, worth 7.5 PDHs. AIA (G115; 318).
 Featured Instructors
Cary Kopczynski, PE, SE, FACI, President, Cary Kopczynski & Company, Inc. P.S., Bellevue, WA, a structural engineering firm active in the design of buildings throughout the United States and beyond. The firm’s concrete projects include high-rise residential towers, office buildings, hotels, and parking structures. Kopczynski served on the ACI Strategic Planning Committee, is a member of ACI Committee 318, Structural Concrete Building Code, and a past member of ACI 352, Joints and Connections in Monolithic Concrete Structures (Joint ACI-ASCE); and ACI 374, Performance Based Seismic Design of Concrete Buildings. He chairs the Technical Advisory Board of the Post-Tensioning Institute (PTI), is a Fellow of the PTI, an Honorary Member of the Wire Reinforcing Institute, and a past President of the Washington Chapter of ACI. Mr. Kopczynski was selected by ENR magazine as one of the Top 25 Newsmakers in 2007 based on his pioneering work in the fields of high-strength steel and reinforcing bar.
Basile G. Rabbat, Ph.D., S.E., FACI, Manager, Structural Codes, Portland Cement Association. He serves as Secretary of ACI 318, Structural Concrete Building Code; and is a member of ACI 215, Fatigue of Concrete. He is a Fellow of the Precast/Prestressed Concrete Institute and serves on the PCI Committee on Bridges, and the Research Committee. Rabbat’s other professional affiliations include the American Railway Engineering Association, American Society of Civil Engineering, and the Transportation Research board. He is a registered structural engineer in the State of Illinois.
******************REGISTRATION PDF******************
Special Publication Purchase: (Limited supply, delivered at seminar)
ACI 318-08 Building Code @ $ 100 each x qty __ …………. $ _______
PCA Notes on ACI 318-08 @ $ 125 each x qty __ …………. $ _______
Registration Fees: (Includes seminar notes & lunch)…… x qty ___ …… $ _______
Registration Fee ……………….$ 200 /person
SEAOH or CCPI Members…… $ 150 /person
Governmental Agencies ………$ 150 /person
UH Students ……………… $ 50 /person
TOTAL = $ ______
Name (s): ________________________ Company: ______________________
Name (s): ______________________ Email: ___________________________
Please remit registration and check payment (prior to September 24, 2010) to:
CCPI, 2153 N. King St. #327, Honolulu, HI 96819.
Phone: 848-7100 Fax: 848-2626 MAHALO!
Major topics to be covered in this seminar:
- Correlation of design requirements for earthquake-resistant structures with the Seismic Design Categories used by the ASCE/SEI 7-08 and the 2009 IBC
- New requirements for headed shear stud reinforcement, headed deformed bars, stainless steel bars, and high strength steel bars
- Licensed design professional to prescribe new exposure categories and classes for durability requirements
- 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 to qualify mixture proportions
- Enhanced structural integrity with Class B lap splices and continuous top and bottom structural integrity reinforcement passing through column core
- Modeling procedure for evaluation of lateral displacements
- Simple procedure to define braced and non-braced compression members
- Design provisions for headed stud assemblies as shear reinforcement for slabs and footings
- Increased allowable concrete compression stress immediately after prestress transfer
- Reorganized and enhanced provisions for Earthquake-Resistant Structures in order of increasing Seismic Design Category
- Use of supplementary reinforcement and anchor reinforcement to enhance the capacity of anchors
- Ductility requirements for anchors in seismic zones Also covered in this seminar are the following topics:
- Unified handling of lightweight concrete in design equations
- ACI 332 referenced for residential cast-in-place footings, foundation walls, and slabs-on-ground for one- and two-family dwellings and townhome
- “Minimum cover” replaced with “specified cover”
- Transverse reinforcement to confine structural integrity reinforcement in perimeter beams
- Redistribution of positive moments in continuous flexural members
- Modified strength reduction factors for spirally reinforced columns and plain concrete
- Reorganized column slenderness provisions
- Introduction of “shear cap” and differentiation with “drop panel”
- Limits on depths of beams and hollow core units exempted from the requirement for minimum shear reinforcement
- Steel fiber-reinforced concrete as an alternative to minimum shear reinforcement
- Modified limit on shear friction strength for monolithically placed concrete and concrete placed against intentionally roughened concrete
- Development length of headed deformed bars
- Modified design provisions for slender wall panels
- Structural integrity steel in two-way unbonded post-tensioned slab systems
- Modified load factors for required test load
- New design requirements for most Seismic Design Categories
- Alternative reinforcement scheme for coupling beams
- Increased design yield strength for confinement reinforcement to help reduce congestion
- Revisions to boundary element confinement requirements
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