Shear, Bond, Anchorage, Development Length and Torsion

Module 6 Shear, Bond, Anchorage, Development Length and Torsion

* Lesson 13 Limit State of Collapse in Shear [ Failure Modes due to Shear ~ Shear Stress ~ Design Shear Strength of Reinforced Concrete ~ Critical Section for Shear ~ Enhanced Shear Strength of Sections Close to Supports (cl. 40.5 of IS 456) ~ Minimum Shear Reinforcement (cls. 40.3, 26.5.1.5 and 26.5.1.6 of IS 456) ~ Design of Shear Reinforcement (cl. 40.4 of IS 456) ~ Shear Reinforcement for Sections Close to Supports ~ Curtailment of Tension Reinforcement in Flexural Members (cl. 26.2.3.2 of IS 456) ~ Placement of Stirrups ]

* Lesson 14 Limit State of Collapse in Shear - Numerical Problems [ Numerical Problems ]

* Lesson 15 Bond, Anchorage, Development Length and Splicing [ Design Bond Stress Ï„bd ~ Development Length ~ Checking of Development Lengths of Bars in Tension ~ Derivation of the Limiting Ld (Eq. 6.13) ~ Anchoring Reinforcing Bars ~ Bearing Stresses at Bends (cl. 26.2.2.5 of IS 456) ~ Change in Direction of Reinforcement (cl. 26.2.2.6 of IS 456) ~ Reinforcement Splicing (cl. 26.2.5 of IS 456) ~ Numerical Problems ]

* Lesson 16 Torsion in Beams - Limit State of Collapse [ Torsion in Reinforced Concrete Members ~ Analysis for Torsional Moment in a Member ~ Approach of Design for Combined Bending, Shear and Torsion as per IS 456 ~ Critical Section (cl. 41.2 of IS 456) ~ Reinforcement in Members subjected to Torsion ~ Requirements of Reinforcement ]