capstone project presentation final-revised - ae
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1
Department of Civil and Environmental Engineering
06-87-400
2016 Capstone Project
Project Title: PCI Big Beam Competition
By:
Landmark ConsultantsAlaeldeen Abdelmoneim
Omar Albarazi Majed Elkhereiji
Junaid Khan Sofia Tahat
Faculty Supervisors: Dr. Amr El Ragaby & Dr Shaohong Cheng
April 1st, 2016
2Project’s Outline Introduction PCI Big Beam competition rules and
criteria Pre-stressed concrete Preliminary design Timeline and work plan Reflections
3Introduction
Competition background
PSI: Pre-stressed Inc.
Capstone component
International and North American Teams
4Rules & Criteria Design accuracy
Material cost and weight
Max deflection at maximum specified load
Accurate predictions
5Project Methodology
The study of pre-stress concrete concept
Design concrete mixes for the pre-casted beams Different mixes for capstone purpose
Design of one concrete beam for the PCI competition
Design of two concrete beams for the capstone
Experimental testing and comparisons
6What is Pre-Stress Concrete?
Applying a compression force/stress before subjecting it to the actual loading
Major concept is the tendon stressing Pre-tensioning
Post-tensioning
Loads vary with time
7Losses
Immediate and time dependent
Two method used Simplified
Detailed
8Service Performance Stresses at transfer Stresses at service
9Ultimate Strength
Approximate Method
Strain Compatibility Method
10Minimum Beam Section First trial
Minimum requirements
CSA-A23.3-04
ACI Concrete 318-11 Code
CPCI Manual Design (4th ed.)
Shear Design
10M stirrups
11Possible other Section Design
12Programmable Design Spreadsheet
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16Design Parameters for Concrete Mix Type of cement (type III)
Slump factor (50- 75 mm)
Design compressive strength (50 MPa)
Nominal Aggregate size (10 mm)
W/C Ratio
Additives
Air Entrainment
17Timeline & Work Plan
18Reflections
Interest in subject
Expose experience with company
Learn about precast industry
Contribution and cooperation of our team members
Good use of different software
19
Thank you
Questions?
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