Verification of reinforced masonry walls.
Main features
- Verification analysis can be performed employing EN 1997-1, LRFD or classical approach (limit states, factor of safety)
- EN 1997 – option to choose partial factors based on National Annexes
- EN 1997 – option to choose all design approaches, consider design situations
- Dimensioning of reinforced masonry wall according to EN 1996-1-1, AS 3700
- Possibility to define any specific masonry block by user
- Analysis of internal stability (overturning, translation, load-bearing capacity of foundation soil)
- Check of concrete cross-sections according to various standards (AS 3600, EC2, BS 8110, IS456, CSN, PN ..)
- Check of masonry cross-sections according to AS 3700, EN 1996-1-1
- Analysis according to the theory of limit states and safety factor
- Generally layered soil environment
- Built-in database of soil parameters
- Arbitrary number of surcharges applied to structures (strip, trapezoidal, concentrated load)
- Arbitrary number of inserted forces (anchors, safety fences, etc.)
- Modelling of water in front of and behind structures, modelling of artesian water
- Possibility to not consider pressure in the front
- General shape of terrain behind the structure
- Berms in front of the structure
- Various types of pressures in front of the structure (at rest, passive, reduced passive)
- Analysis of earth pressures in effective and total parameters
- Earthquake effects (Mononobe-Okabe, Arrango)
- Multiple construction stages
- Verification of external stability of a wall using program Slope Stability
- Analysis of bearing capacity of foundation soil in program Spread footing
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