Wind loads on unclad structures /
Much of the current guidance in the UK for wind loads on frames, lattice structures and individual members is based on British Standard Code of Practice CP3: Chapter V: Part 2. This Standard, which was withdrawn in October 2001, gave force coefficients (measured in smooth uniform flow) for a range o...
Saved in:
| Main Author: | |
|---|---|
| Corporate Author: | |
| Format: | Book |
| Language: | English |
| Published: |
Garston, Watford :
Building Research Establishment,
2004.
|
| Series: | BRE special digest ;
SD5. |
| Subjects: |
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| 100 | 1 | |a Blackmore, Paul. | |
| 245 | 1 | 0 | |a Wind loads on unclad structures / |c Paul Blackmore. |
| 260 | |a Garston, Watford : |b Building Research Establishment, |c 2004. | ||
| 300 | |a 16 p. : |b ill. ; |c 30 cm. | ||
| 490 | 1 | |a Special digest ; |v SD5 | |
| 520 | 3 | |a Much of the current guidance in the UK for wind loads on frames, lattice structures and individual members is based on British Standard Code of Practice CP3: Chapter V: Part 2. This Standard, which was withdrawn in October 2001, gave force coefficients (measured in smooth uniform flow) for a range of unclad structures, including single and multiple frames, lattice structures and individual members. CP3-V has now been superseded by BS 6399-2. BS 6399-2 is principally applicable to buildings and their components and therefore it includes only limited information on structural members and unclad structures. This Digest provides up-to-date guidance on designing lattice structures and individual members for wind loading. | |
| 504 | |a Includes bibliographical references. | ||
| 650 | 0 | |a Wind-pressure. | |
| 650 | 0 | |a Construction industry. | |
| 650 | 0 | |a House framing. | |
| 710 | 2 | |a Building Research Establishment. | |
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