Design load tables for laterally loaded masonry panels to BS 5628 parts 1 and 2 : (including bed joint reinforced panels)
Masonry walls are not isotropic; they have less strength in bending in the vertical direction than in the horizontal. The design of two-way spanning masonry panels under lateral loads is therefore complicated and tedious. The design tables in this book present a straightforward and practical approac...
Full description
| Main Author: |
Cheng, Richard. |
|---|
| Published: |
London
Thomas Telford
1996
|
|---|
| Subjects: |
|
|---|
