Shear Design of High and Normal Rc Beams Without Web Reinforcement
Abstract This work examines the major parameters that influence the shear strength of reinforced concrete ( RC ) beams without web reinforcement . These include the shear span / depth ( a / d ) ratio ( between 2.0 and 7.1 ) , concrete compressive strength f . ( between 20.0 MPa and 101.9 MPa ) , the...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Unviversity of Technology- Iraq
2005-05-01
|
| Series: | Engineering and Technology Journal |
| Subjects: | |
| Online Access: | https://etj.uotechnology.edu.iq/article_182105_fd1d785a55137b19aae9dda3b0875ac4.pdf |