As per IS 456: 2000 for M20 grade concrete and plain bars in tension the design bond stress Tbd = 1.2 MPa. Further, IS 456 : 2000 permits this design bond stress value to be increased by 60% for HSD bars. The stress in the HSD reinforcing steel bars in tension, o = 360 MPa. Find the required development length, La for HSD bars in terms of the bar diameter, p. I

As per IS 456: 2000 for M20 grade concrete and plain bars in tension the design bond stress Tbd = 1.2 MPa. Further, IS 456 : 2000 permits this design bond stress value to be increased by 60% for HSD bars. The stress in the HSD reinforcing steel bars in tension, o = 360 MPa. Find the required development length, La for HSD bars in terms of the bar diameter, p. I

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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