Techno Press
You logged in as Techno Press

Structural Engineering and Mechanics
  Volume 31, Number 2, January30 2009 , pages 225-235
DOI: https://doi.org/10.12989/sem.2009.31.2.225
 


The design of reinforced concrete beams for shear in current practice: A new analytical model
R. S. Londhe

 
Abstract
    The present paper reviews the shear design (of reinforced concrete beam) provisions of four different national codes and proposes a new but simplified shear strength empirical expression, incorporating variables such as compressive strength of concrete, percentage of longitudinal and vertical steel/s, depth of beam in terms of shear span-to-depth ratio, for reinforced concrete (RC) beams without shear reinforcement. The expression is based on the experimental vestigation on RC beams without shear reinforcement. Further, the comparisons of shear design provisions of four National codes viz.: (i) IS 456-2000, (iii) BS 8110-1997, (iv) ACI 318-2002 (v) EuroCode-2-2002 and the proposed expression for the prediction of shear capacity of normal beam/s, have been made by solving a numerical example. The results of the numerical example worked out suggest that there is need for revision in the shear design procedure of different codes. Also, the proposed expression is less conservative among the IS, BS & Eurocode.
 
Key Words
    shear strength of concrete; compressive strength of concrete; percentage of longitudinal and vertical steel/s; depth of beam in terms of shear span-to-depth ratio; code provisions.
 
Address
R. S. Londhe; Applied Mechanics Department, Government College of Engineering Aurangabad, Maharashtra State, 431 005, India
 

Techno-Press: Publishers of international journals and conference proceedings.       Copyright © 2024 Techno Press
P.O. Box 33, Yuseong, Daejeon 305-600 Korea, Tel: +82-42-828-7996, Fax : +82-42-828-7997, Email: info@techno-press.com