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Course Description

Reinforced concrete (RC) 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. The reinforcement is usually, though not necessarily, steel reinforcing bars (rebar) and is usually embedded passively in the concrete before the concrete sets. Reinforcing schemes are generally designed to resist tensile stresses in particular regions of the concrete that might cause unacceptable cracking and/or structural failure.

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Course Syllabus
  • Lec-1 Introduction-I
  • Lec-2 Materials
  • Lec-3 Different Methods of Design of Reinforced Concrete Structures
  • Lec-4 Working Stress Method
  • Lec-5 Working Stress Method(Contd...)
  • Lec-6 Limit State of Collapse Flexure
  • Lec-7 Limit State of Collapse Flexure-II
  • Lec-8 Design of Doubly Reinforced Beam Flexure-I
  • Lec-9 Design of Doubly Reinforced Beam Flexure-II
  • Lec-10 Design of Doubly Reinforced Beam Flexure
  • Lec-11 Limit State of Collapse Shear
  • Lec-12 Design for Shear
  • Lec-13 Design for Shear Contd.
  • Lec-14 Design of Slabs Part-1
  • Lec-15 Design of Slabs Part-II
  • Lec-16 Design of Slabs Part-III
  • Lec-17 Design of Slabs Part-IV
  • Lec-18 Design of Slabs Part-V
  • Lec-19 Design of Columns Part-I
  • Lec-20 Design of Columns Part-II
  • Lec-21 Design of Columns Part-III
  • Lec-22 Design of Columns Part-IV
  • Lec-23 Design of Columns Part-V
  • Lec-24 Design of Footings Part-I
  • Lec-25 Design of Footings Part-II
  • Lec-26 Design of Staircases
  • Lec-27 Design for Torsion
  • Lec-28 Design for Torsion Part-II
  • Lec-29 Design of RC Slender Columns
  • Lec-30 Deflection of RC Beams

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