Abstract
This paper describes principles of verifying load capacity of masonry walls subjected to horizontal and vertical loading in accordance with EN 1996-1-1:2010 and the draft version of Eurocode 6 (prEN 1996-1-1:2017), As in the V method (where only vertical reinforcement is present) or in the H method (where only horizontal reinforcement is present), the VH method analyses simultaneously the vertical and horizontal reinforcement. The analysis included cases a, b, and c, which differed in the distribution of normal stresses at the wall edges determining the form of equations for ultimate limit states (ULS). Necessary equations for determining load capacity of a section against vertical load NEd are presented. There are also representative VRd – NEd interaction diagrams.
| Original language | English |
|---|---|
| Journal | Inzynieria Mineralna |
| Volume | 1 |
| Issue number | 2 |
| DOIs | |
| Publication status | Published - 2024 |
Keywords
- Eurocode 6 2.2
- In-Plane Bending
- Reinforced Masonry Structures
- Shear Load Capacity
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Geochemistry and Petrology
Fingerprint
Dive into the research topics of 'Verifying the Shear Load Capacity of Simultaneously Horizontally and Vertically Reinforced Masonry Walls by the VRd – NEd Interaction Diagram'. Together they form a unique fingerprint.Cite this
- APA
- Author
- BIBTEX
- Harvard
- Standard
- RIS
- Vancouver