Analysis of single piles (foundation piles): bore piles, driven piles, micro piles (grouted piles) as vertical or inclined piles, pressure or tension piles. Most easy input, fast analysis and design, well-aranged output. Analysis acc. to Eurocode 7, DIN 1054:2010 or 2005, OENORM B 1997-1-1 or 4440, SIA 267, British Standard BS 8004.
- Support of all the 3 Design Approaches acc. to Eurocode 7
- adjustable for any country
- Bored piles, driven piles and micro piles
- Bearing or tie piles
- With or without foot distension
- Vertical or inclined
- Loads horizontal/vertical or in pile direction
- Different load cases
- Soil layers with perm. friction and pressure
- Skin friction and evtl. end bearing
- Elastic bedding to transfer horizontal loads
- Automatic adaption to the passive earth pressure
- Required length or safety for given length
- Resistance-settlement diagram
- optionally settlement with defined load or perm. load for defined settlement
- Use of anchor steels
- Centric reinforcement e.g. with Ischebeck Titan
- For tie piles: analysis of activated earth block
- Analysis of punching with load spreading
- Design for circle of reinforced concrete
- Shear design of the circular section
- Selection of the reinforcement
- Optionally with dimensioning diagram
- Detailed output of the load transfer
- Diagrams: bedding, section forces, displacement
- with graphics elements to draw and label in the result graphics
- import of DXF graphics as a background
- Export graphic in JPG format (e.g. for Word)
- RTF Export of the results
- Support of Recommendations on piles (EA-Pfaehle) 2006
- Settlement of micro piles incl. resistance-settlement-line.
- design acc. to Eurocode 2 / 3, DIN EN 1992/1993, DIN 1045-1/DIN 18 800, SIA 262/263, OENORM B 1992/1993, OENORM B 4700, British Standard BS 8110/5950, Indian standard IS 45/800
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