Verification of the grouted anchor body, automatic redistribution
Use of the diagrams for the capacity of grouted anchor bodies acc. to Ostermayer or definition of a value for the skin friction
Selection of the soil type (Gravel, sandy / Sand, gravelly / Clay + Silt etc.) and interpolation in the diagram area between the upper and the lower curve read more >>
Determination of the limit load as a force (for non-cohesive soils)or as a skin friction (in cohesive soils)
In the soil layer parameters:alternatively definition of a fixed value for the skin friction
Verification of the available and the required length of the grouted anchor body:
Anchor design: consideration of anchor failure with 1.5*Ak or at least 4 cords for cord anchors following EAB, R 86
Automatic selection of the redistribution figures for the earth pressure following EAB or EAU
Depending on the wall type, kind of earth pressure, number and depth of the supports
Selection resp. input of the values for the capacity with the soil layers
Setting and selection of the redistribution figure
Selection of the regions in the diagram acc. to Ostermayer
