Fleming's AnalysisFleming's Analysis<description to be added>
Items > Calculations > Fleming's Analysis
Repute
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Property |
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Description |
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Example/range of values |
General |
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Name |
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The item's name |
Calculation x |
any text |
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Type |
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The item's type |
Fleming's Analysis |
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Category |
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The item's sub-group |
Fleming's Analysis |
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Kind |
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The item's group |
Calculations |
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Notes |
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Free-form notes regarding this item |
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any text |
Links |
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Construction Stage |
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Link to an existing stage |
(empty) |
Any existing stage |
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Design Standard |
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Link to an existing design standard |
(empty) |
Any existing standard |
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Shrinkage |
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Link to an existing shrinkage |
(empty) |
Any existing design standard |
Option |
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Undrained Resistance |
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no |
yes/no |
Input Data |
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Ultimate shaft load (Us) |
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100 kN |
>0 |
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Ultimate base load (Ub) |
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100 kN |
>0 |
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Base stiffness (Eb) |
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25000 kPa |
³ 10 MPa and £ 1000 MPa |
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Shaft flexibility (Ms) |
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0.00 |
³ 0.0005 and £ 0.004 |
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Effective column length (Ke) |
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0.45 |
³ 0.45 and £ 0.8 |
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Number of steps |
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100 |
³ 25 and £ 400 |
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Maximum settlement ratio |
[-] |
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0.1 |
³ 0.01 and £ 0.5 |
Status |
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Status |
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The current status of the calculation |
Scheduled |
automatically calculated |
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No of warnings |
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The number of warnings |
0 |
automatically calculated |
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No of errors |
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The number of errors |
0 |
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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