capstone project presentation final-revised - ae

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06-87-400 2016 Capstone Project Project Title: PCI Big Beam Competition By: Landmark Consultants Alaeldeen Abdelmoneim Omar Albarazi Majed Elkhereiji Junaid Khan Sofia Tahat Faculty Supervisors: Dr. Amr El Ragaby & Dr Shaohong Cheng April 1 st , 2016 1

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Page 1: Capstone Project Presentation Final-Revised - AE

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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

Page 2: Capstone Project Presentation Final-Revised - AE

2Project’s Outline Introduction PCI Big Beam competition rules and

criteria Pre-stressed concrete Preliminary design Timeline and work plan Reflections

Page 3: Capstone Project Presentation Final-Revised - AE

3Introduction

Competition background

PSI: Pre-stressed Inc.

Capstone component

International and North American Teams

Page 4: Capstone Project Presentation Final-Revised - AE

4Rules & Criteria Design accuracy

Material cost and weight

Max deflection at maximum specified load

Accurate predictions

Page 5: Capstone Project Presentation Final-Revised - AE

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

Page 6: Capstone Project Presentation Final-Revised - AE

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

Page 7: Capstone Project Presentation Final-Revised - AE

7Losses

Immediate and time dependent

Two method used Simplified

Detailed

Page 8: Capstone Project Presentation Final-Revised - AE

8Service Performance Stresses at transfer Stresses at service

Page 9: Capstone Project Presentation Final-Revised - AE

9Ultimate Strength

Approximate Method

Strain Compatibility Method

Page 10: Capstone Project Presentation Final-Revised - AE

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

Page 11: Capstone Project Presentation Final-Revised - AE

11Possible other Section Design

Page 12: Capstone Project Presentation Final-Revised - AE

12Programmable Design Spreadsheet

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Page 16: Capstone Project Presentation Final-Revised - AE

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

Page 17: Capstone Project Presentation Final-Revised - AE

17Timeline & Work Plan

Page 18: Capstone Project Presentation Final-Revised - AE

18Reflections

Interest in subject

Expose experience with company

Learn about precast industry

Contribution and cooperation of our team members

Good use of different software

Page 19: Capstone Project Presentation Final-Revised - AE

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Thank you

Questions?