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 complicated. The design tables in this book present a practical approach to the design of rectangular lateral loa...
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| Main Author | |
|---|---|
| Format | Electronic eBook |
| Language | English |
| Published |
London :
Thomas Telford,
1996.
|
| Subjects | |
| Online Access | Full text |
| ISBN | 9780727746832 |
| DOI | 10.1680/dltfllmp.25264 |
| Physical Description | 1 online resource (47 p.) |
Cover
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| 040 | |a StDuBDS |b eng |c StDuBDS |e pn | ||
| 082 | 0 | 4 | |a 624.183 |2 22 |
| 100 | 1 | |a Cheng, Richard. | |
| 245 | 1 | 0 | |a Design load tables for laterally loaded masonry panels |h [electronic resource] : |b to BS 5628 parts 1 and 2 : (including bed joint reinforced panels) / |c Richard Cheng. |
| 260 | |a London : |b Thomas Telford, |c 1996. | ||
| 300 | |a 1 online resource (47 p.) | ||
| 520 | 8 | |a 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 complicated. The design tables in this book present a practical approach to the design of rectangular lateral loaded panels under uniformly distributed loads. | |
| 588 | |a Description based on print version record. | ||
| 650 | 0 | |a Masonry. | |
| 650 | 0 | |a Concrete panels. | |
| 650 | 0 | |a Wall panels. | |
| 655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
| 655 | 9 | |a electronic books |2 eczenas | |
| 776 | 0 | 8 | |i Print version : |z 9780727725264 |
| 856 | 4 | 0 | |u https://proxy.k.utb.cz/login?url=https://doi.org/10.1680/dltfllmp.25264 |