BS 8004: 1986BS 8004: 1986<description to follow>
Design Standards > Working Stress Standards > BS 8004: 1986
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Property |
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Description |
Default |
Example/range of values |
General |
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Name |
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The item's name |
Design Standard 1 |
any text |
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Type |
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The item's type |
BS 8004: 1986 |
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Category |
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The item's sub group |
Working Stress Standard |
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Kind |
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The item's group |
Design Standards |
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Notes |
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Free-form notes regarding this item |
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any text |
Reference |
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Title |
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Title of the standard |
Code of practice for Foundations |
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Publisher |
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Body responsible for publication |
British Standards Institution |
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Year of Publication |
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Date the standard was published |
1986 |
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Limit state |
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Situation |
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<description to follow> |
Persistent |
Persistent, Transient, Accidental, Seismic |
Factors on actions |
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Structural > Unfavourable > Permanent |
[-] |
<description to follow> |
1.0 |
automatically calculated |
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Structural > Unfavourable > Variable |
[-] |
<description to follow> |
1.0 |
automatically calculated |
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Structural > Favourable > Permanent |
[-] |
<description to follow> |
1.0 |
automatically calculated |
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Geotechnical > Unfavourable > Permanent |
[-] |
<description to follow> |
1.0 |
automatically calculated |
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Geotechnical > Unfavourable > Variable |
[-] |
<description to follow> |
1.0 |
automatically calculated |
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Geotechnical > Favourable > Permanent |
[-] |
<description to follow> |
1.0 |
automatically calculated |
Factors on material properties |
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Factor on shearing resistance |
[-] |
<description to follow> |
1.0 |
automatically calculated |
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Factor on cohesion |
[-] |
<description to follow> |
1.0 |
automatically calculated |
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Factor on undrained strength |
[-] |
<description to follow> |
1.0 |
automatically calculated |
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Factor on weight density |
[-] |
<description to follow> |
1.0 |
automatically calculated |
Margins on geometry |
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N/A |
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Factors on action Effects |
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N/A |
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Factors on resistance |
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Factor on pile base resistance |
[-] |
<description to follow> |
3.0 |
³ 1.0 and £ 5.0 |
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Factor on pile shaft resistance |
[-] |
<description to follow> |
1.0 |
³ 1.0 and £ 5.0
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Factor on total pile resistance |
[-] |
<description to follow> |
2.0 |
³ 1.0 and £ 5.0 |
Help |
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Help file |
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Help file providing further information about this item |
Rex.chm |
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Web site |
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Web site for the program |
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