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DC-Cantilever
Analysis of cantilever walls acc. to Eurocode 7 / DIN 1054:2010 and 2005 / DIN 4085 / SIA 267,
Design acc. to EC 2 / DIN EN 1992 / DIN 1045 / DIN 1045-1 / SIA 262 / OENORM B 1992 / OENORM B 4700 / BS 8110 / IS 456
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DCCantilever_01.wmv
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Description
Analysis of cantilever walls acc. to Eurocode 7 (DIN EN 1997-1 with DIN 1054:2010, OENORM B 1997-1-1, NF EN 1997-1, BS EN 1997-1, UNI EN 1997-1 with NTC 2008, UNE EN 1997-1 with DB SE-C and free settings) / DIN 1054:2005 / DIN 4085 / SIA 267
- Support of all the 3 Design Approaches acc. to Eurocode 7
- with earthquake analysis acc. to Eurocode 8-5 and SIA 267
- adjustable for any country
- Vertical and inclined walls
- With and without spur and cantilevered plates
- With correct equivalent wall under theta´ !
- Facing masonry, vertical spur, sheet piling
- Shielding of earth pressure below spurs
- Rising or declining slopes at the supported and excavated side
- Inclination of earth pressure under β with slopes
- Alternatively earth pressure redistribution
- Different earth pressures wall / stability analysis
- Complete proofs of external stability:
Safety against overturning
Safety against sliding
Bearing capacity analysis
Slope stability analysis (slip circle)
Analysis of soil pressure and settlement - Optimization of the foundation width (front or back)
- Design acc. to EC 2, DIN EN 1992, DIN 1045, DIN 1045-1, SIA 262, OENORM B 1992, OENORM B 4700, British Standard BS 8110, Indian Standard IS 456
- Most easy use with input of the measures, changes via double click or dragging with the mouse
- Result output of high quality
- With integration of result graphics
- with graphics elements to draw and label in the result graphics
- import of DXF graphics as a background
- RTF Export of the results
- English, German, French, Italian, Romanian, Bulgarian, Bosnian language