Description: Reinforced Concrete is a composite material in which concrete’s relatively low tensile strength and ductility are counteracted by the inclusion of reinforcement having higher tensile strength and/or ductility.
Curriculum
- 1 Section
- 30 Lessons
- 10 Weeks
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- Design of Reinforced Concrete Structures30
- 2.1Lecture 1 – Introduction
- 2.2Lecture 2 – Materials
- 2.3Lecture 3 – Different Methods of Design of Reinforced Concrete Structures
- 2.4Lecture 4 – Working Stress Method Part 1
- 2.5Lecture 5 – Working Stress Method Part 2
- 2.6Lecture 6 – Limit State of Collapse Flexure Part 1
- 2.7Lecture 7 – Limit State of Collapse Flexure Part 2
- 2.8Lecture 8 – Design of Doubly Reinforced Beam Flexure Part 1
- 2.9Lecture 9 – Design of Doubly Reinforced Beam Flexure Part 2
- 2.10Lecture 10 – Design of Doubly Reinforced Beam Flexure Part 3
- 2.11Lecture 11 – Limit State of Collapse Shear
- 2.12Lecture 12 – Design for Shear Part 1
- 2.13Lecture 13 – Design for Shear Part 2
- 2.14Lecture 14 – Design of Slabs Part 1
- 2.15Lecture 15 – Design of Slabs Part 2
- 2.16Lecture 16 – Design of Slabs Part 3
- 2.17Lecture 17 – Design of Slabs Part 4
- 2.18Lecture 18 – Design of Slabs Part 5
- 2.19Lecture 19 – Design of Columns Part 1
- 2.20Lecture 20 – Design of Columns Part 2
- 2.21Lecture 21 – Design of Columns Part 3
- 2.22Lecture 22 – Design of Columns Part 4
- 2.23Lecture 23 – Design of Columns Part 5
- 2.24Lecture 24 – Design of Footings Part 1
- 2.25Lecture 25 – Design of Footings Part 2
- 2.26Lecture 26 – Design of Staircases
- 2.27Lecture 27 – Design for Torsion Part 1
- 2.28Lecture 28 – Design for Torsion Part 2
- 2.29Lecture 29 – Design of RC Slender Columns
- 2.30Lecture 30 – Deflection of RC Beams
