Version 4: Analysis and design of elastically bedded piles
Analysis and design of elastically bedded pilesn.
Capabilities:
- Consideration of linearly variable modulus of subgrade reaction
- System input using absolute heights
- Both the global safety factor concept to DIN 1054 old) and the new partial safety factor concept to DIN 1054 (new) are supported
- Consideration of active and passive berms
- Consideration of active and passive
bounded surcharges - Analysis using active earth pressure,
at-rest earth pressure and increased active earth pressure - Active earth pressure coefficients to
DIN 4085 or user-defined values - Passive earth pressure coefficients to
DIN 4085 (new), Streck, Caquot/Kerisel, DIN 4085 (old) or user-defined value - Three-dimensional passive earth pressure to DIN 4085:2011-05, Weißenbach or DIN 4085 (old)
- Pile length optimisation
- Automatic computation of second moment of area for square and bored piles
- Pile and reinforcement design compliant with DIN 1045 and DIN 18800
- Expandable database for steel sections and pipe section
- Choice of result presentation for moments, shear force, axial force, displacement or earth pressure
- Consideration of seismic loads
- Reinforced concrete design compliant with DIN 1045
- Crack width analysis compliant with
DIN 1045 - Buckling analysis to DIN EN 1993-1-1 using 2nd order theory
- Loading to ZTV-Lsw-88 in terms of M and H can be determined
- Analysis of sum V
- Analysis results as output table
- Interface to the GGU-STABILITY (slope
stability analysis) - User-designed output sheet
- Print or copy screen sections, e.g. for
transfer to a word processor - Integrated Mini-CAD system for additional annotation of graphic
System requirementsGGU-Software runs on PCs with the following specifications:
|






