Continuous Beams
9
Prestressed Concrete Design CE575 (Post-graduate course) 8. Continuous Beams 8.1 Introduction 8.2 Effects of Prestress 8.3 Equivalent Load Method of Analysis 8.4 Line of Pressure 8.5 Linear Transformation of Tendon Profile 8.6 Concordant Profile 8.7 Section of Tendon Profile 8.8 Partial Prestressing 8.9 Worked Example 8.10 Practical Tendon Profile Dr M Iqbal Khan Department of Civil Engineering College of Engineering King Saud University, Riyadh
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Transcript of Continuous Beams
Prestressed Concrete Design CE575
(Post-graduate course)
8. Continuous Beams
8.1 Introduction 8.2 Effects of Prestress 8.3 Equivalent Load Method of Analysis 8.4 Line of Pressure 8.5 Linear Transformation of Tendon Profile 8.6 Concordant Profile 8.7 Section of Tendon Profile 8.8 Partial Prestressing 8.9 Worked Example 8.10 Practical Tendon Profile
Dr M Iqbal Khan
Department of Civil Engineering College of Engineering
King Saud University, Riyadh
CE575 Prestressed Concrete Design Continuous Beams
Dr M Iqbal Khan, Department of Civil Engineering, King Saud University, Riyadh 2
8.1 Introduction
CE575 Prestressed Concrete Design Continuous Beams
Dr M Iqbal Khan, Department of Civil Engineering, King Saud University, Riyadh 3
8.2 Effects of Prestress
CE575 Prestressed Concrete Design Continuous Beams
Dr M Iqbal Khan, Department of Civil Engineering, King Saud University, Riyadh 4
8.3 Equivalent Load Method of Analysis
CE575 Prestressed Concrete Design Continuous Beams
Dr M Iqbal Khan, Department of Civil Engineering, King Saud University, Riyadh 5
8.4 Line of Pressure
8.5 Linear Transformation of Tendon Profile
CE575 Prestressed Concrete Design Continuous Beams
Dr M Iqbal Khan, Department of Civil Engineering, King Saud University, Riyadh 6
CE575 Prestressed Concrete Design Continuous Beams
Dr M Iqbal Khan, Department of Civil Engineering, King Saud University, Riyadh 7
8.6 Concordant Profile
8.7 Section of Tendon Profile
CE575 Prestressed Concrete Design Continuous Beams
Dr M Iqbal Khan, Department of Civil Engineering, King Saud University, Riyadh 8
8.8 Partial Prestressing
8.9 Worked Example
CE575 Prestressed Concrete Design Continuous Beams
Dr M Iqbal Khan, Department of Civil Engineering, King Saud University, Riyadh 9
8.10 Practical Tendon Profile
