Description: Prestressed Concrete is a method for overcoming concrete’s natural weakness in tension. It can be used to produce beams, floors or bridges.
Curriculum
- 1 Section
- 40 Lessons
- 10 Weeks
Expand all sectionsCollapse all sections
- Prestressed Concrete Structures40
- 2.1Lecture -1 – Prestressing System
- 2.2Lecture -2-Type of Prestressing
- 2.3Lecture-3-Prestressing System and Devices(Pre-Tensioning)
- 2.4Lecture-4-Prestressing System and Devices(Post-Tensioning)
- 2.5Lecture-5-Concrete(Part-1)
- 2.6Lecture-6-Concrete,Grout(Part-2)
- 2.7Lecture-7-Prestressing Steel
- 2.8Lecture-8-Losses in Prestress
- 2.9Lecture-9-Friction&Anchorage Slip
- 2.10Lecture-10-Creep,Shrinkage&Relaxation Losses
- 2.11Lecture-11-Analysis of Members
- 2.12Lecture-12-Analysis of Members Under Flexure
- 2.13Lecture-13-Cracking Moment,Kern Point and Pressure Line
- 2.14Lecture-14-Analysis of Rectangular sections
- 2.15Lecture-15-Analysis of Flanged Sections
- 2.16Lecture-16-Analysis of Partically Prestressed Section
- 2.17Lecture-17-Design of Members
- 2.18Lecture-18-Design of Members for Flexure (Type1 Members)
- 2.19Lecture-19-Design of Members for Flexure (Type1&Type3)
- 2.20Lecture-20-Choice of Sections and Determination of Limiting
- 2.21Lecture-21-Magnel’s Graphical Method
- 2.22Lecture-22-Detailing Requirements
- 2.23Lecture-23-Analysis and Design for Shear and Torsion
- 2.24Lecture-24-Design for Shear (Part 1)
- 2.25Lecture-25-Design for Shear (Part 2)
- 2.26Lecture-26-Analysis of Torsion
- 2.27Lecture-27-Analysis of Torsion(Part -1)
- 2.28Lecture-28-Analysis of Torsion(Part -2)
- 2.29Lecture-29-Calculations of Deflection and Crack Width
- 2.30Lecture-30-Transmission of Prestress
- 2.31Lecture-31-Post-tensioned Members
- 2.32Lecture-32-Cantilever Beams
- 2.33Lecture-33-Continuous Beams(Part 1)
- 2.34Lecture-34-Continuous Beams(Part 2)
- 2.35Lecture-35-Composite Sections
- 2.36Lecture-36-One-Way Slabs
- 2.37Lecture-37-Two-Way Slabs(Part-1)
- 2.38Lecture-38-Two-Way Slabs(Part-2)
- 2.39Lecture-39-compression Members
- 2.40Lecture-40-Circular Prestressing,Conclusion
