CASES 2012 - Workshop on Computer Aided Design
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DELTEC ENGINEERING LIMITED
In conjunction with
CENTRE FOR ADVANCED STRUCTURAL ENGINEERING & STUDIES (CASES)
Holds a 1-Day learner-Controlled Training programme on COMPUTER AIDED DESIGN OF
SKELETAL STRUCTURES
The training will promote the participants understanding and empowerment in the art and science of
developing using various structural soft wares in structural Engineering modeling, analysis and design.
It will also provide a forum for dealing with specific needs of participants in the subject area.
VENUE Wellington Hotel, Effurun
Date 27th April 2012
Time 8.00am 5.00pm
FOR WHOM
Civil and Structural Engineers in both private & public sectors
Facilities Engineers in the oil and gas industry
Structural Engineers software developers
Students and lecturers in Departments of Civil / Structural Engineering
Resource Person - Engr. S.A Ivovi CEO, Deltec Engineering Limited, Warri
REGISTRATION
Graduate with less than 2-years experience, Corp members and Student 2,500 NGN
Workers 5,000 NGN
Registration is by payment of the stipulated fee into the Workshop account number 1010129503(sort code 057150165) at Zenith Bank Plc. Please note our contact email and telephone numbers
for further inquiries. Late registration will attract a surcharge of NGN1,000.00.
For Enquiries contact [email protected]
Dominica 08068397708, Mathew 08069395681; Charity 07035608111
mailto:[email protected]:[email protected]:[email protected]:[email protected] -
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COMPUTER AIDED DESIGN OF SKELETAL STRUCTURES April 27, 2012
COURSE OUTLINE
1.0 Intoduction to skeletal structures Plane / Space truss / Frame, Grid
2.0 Method of Analysis Elastic, Sway or Plastic, via Stiffness / Finite Element Approach
3.0 How a Stiffness Method Program Works
3.1 Geometric layout of Structure / configuration processing / member releases
3.2 Support conditions Joint releases
3.3 Member properties Geometric & material, including imperfections
3.4 Loading Gravity, Lateral, temperature, creep,shrinkage, lack of fit applied to joints /
members
4.0 Troubleshooting
4.1 Why classical methods may give different answers to a stiffness method4.2 111 conditioning and how to avoid it
4.3 Mechanism / Division by zero the causes and remedies
5.0 Case Studies
5.1 Shallow braced dome roof of the IGC, Warri plane / space frame / truss
5.2 Portal frame with crane gantry girders plane frame
5.3 Roof top pavilion for Ess-ay Holdings limited, Opebi Space frame
5.4 Telecom towers for various clients plane / space frame
5.5 Raft foundations for terraced houses at Oshborne Rd, Ikoyi Lagos Plane grid
5.6 Redesign of roof trusses for St. Jude Church, Ebuta Metta Lagos Plane truss
