EN 1997-1: 2004EN 1997-1: 2004<description to follow>
Design Standards > Limit State Standards > EN 1997-1: 2004
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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 |
EN 1997-1: 2004 |
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Category |
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The item's sub group |
Limit State 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 |
Eurocode 7: Geotechnical design. Part 1. General rules |
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Publisher |
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Body responsible for publication |
European Committee for Standardization |
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Year of Publication |
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Date the standard was published |
2004 |
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Limit state |
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Situation |
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<description to follow> |
Persistent |
Persistent, Transient, Accidental, Seismic |
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Limit state |
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<description to follow> |
GEO |
SLS, EQU, STR, GEO, HYO, UPL |
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Design Approach |
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<description to follow> |
DA1 |
N/A, DA1, DA2, DA3 |
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Combination |
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<description to follow> |
Combination 2 |
N/A, Combination 1, Combination 2 |
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> |
1.3 |
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> |
1.3 |
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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Pile type |
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<description to follow> |
Bored pile |
Driven, Bored, Continuous flight auger (CFA) |
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Factor on pile base resistance |
[-] |
<description to follow> |
1.6 |
automatically calculated |
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Factor on pile shaft resistance |
[-] |
<description to follow> |
1.3 |
automatically calculated |
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Factor on tension pile shaft resistance |
[-] |
<description to follow> |
1.6 |
automatically calculated |
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Factor on total pile resistance |
[-] |
<description to follow> |
1.5 |
automatically calculated |
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Model factor on resistance |
[-] |
<description to follow> |
1.4 |
automatically calculated |
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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