Prediction Of Shear Strength For Moderate Deep Beam
| Author(s) | : | Mr. Ronak Kalola, Dr. V.R. Patel, Mr. H.K. Patel |
| Institution | : | Applied Mechanics Department, The Maharaja Sayajirao University of Baroda |
| Published In | : | Vol. 6, Issue 9 — September 2019 |
| Page No. | : | 33-38 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
A modified formula of Canadian standards association (CSA-A23.3-04) proposed for prediction of shearstrength in reinforced concrete moderate deep beams. The proposed equation for predicting the shear strength ofmoderate deep beams incorporates shear span to depth ratio, ratio of longitudinal steel reinforcement, ratio of effectivelength to overall depth as a size effect parameter. The validation of proposed formula done with author’s experimentaltest result which include ultimate load of beam, ductility of beam, reserved strength of beam, load deflectioncharacteristic of total 15 beams of different concrete series.
Mr. Ronak Kalola, Dr. V.R. Patel, Mr. H.K. Patel, “Prediction Of Shear Strength For Moderate Deep Beam”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 6, Issue 9, pp. 33-38, September 2019.
