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Table of Contents
Shear, Bond, Anchorage, Development Length and Torsion
Limit State of Collapse in Shear
Instructional Objectives:
6.13.1 Introduction
6.13.2 Failure Modes due to Shear
6.13.3 Shear Stress
6.13.4 Design Shear Strength of Reinforced Concrete
6.13.4.1 Design shear strength without shear reinforcement (IS 456, cl. 40.2.1)
6.13.4.2 Maximum shear stress τcmax with shear reinforcement (cls. 40.2.3, 40.5.1 and 41.3.1)
6.13.5 Critical Section for Shear
6.13.6 Enhanced Shear Strength of Sections Close to Supports (cl. 40.5 of IS 456)
6.13.7 Minimum Shear Reinforcement (cls. 40.3, 26.5.1.5 and 26.5.1.6 of IS 456)
6.13.8 Design of Shear Reinforcement (cl. 40.4 of IS 456)
6.13.9 Shear Reinforcement for Sections Close to Supports
6.13.10 Curtailment of Tension Reinforcement in Flexural Members (cl. 26.2.3.2 of IS 456)
6.13.11 Placement of Stirrups
6.13.12 Practice Questions and Problems with Answers
6.13.13 References:
6.13.14 Test 13 with Solutions
6.13.15 Summary of this Lesson