|
0
|
Base module: Design and analysis of slabs (FE method, reinforcement dimensioning)
|
3'500
|
|
D
|
Dynamics
|
1'700
|
|
F
|
Foundations, soil-structure-interaction in conjunction with LARIX7)
|
1'500
|
|
G
|
Building model, vertical loads
|
1'500
|
|
H
|
Horizontal loads and earthquake model for STATIK 2) 10)
|
1'500
|
|
K
|
External bonded reinforcement
|
400
|
|
R
|
Reinforcement Optimisation (optimizing elastic and plastic RC design)
|
2'000
|
|
S
|
Walls, slabs with normal forces
|
1'200
|
|
T
|
Ultimate Load Analysis (nonlinear analysis)
|
2'800
|
|
V
|
Prestressed Concrete
|
2'800
|
|
AP
|
Allplan-Interfaces: XML import, export reinforcement (bamtec) and reinforcement layout 6)
|
|
300
|
CV
|
CADview: CAD-floor plan (DWG, DXF) as background 6)
|
|
300
|
CX
|
CADextract: Generate input from CAD-plans 5) 6)
|
|
300
|
|
0
|
Base module: Structural analysis of frames and trusses, 1st and 2nd order analysis, constraints, incl. FAGUS base module
|
2'900
|
|
3
|
3D structures (incl. surfaces and surface loads)
|
2'000
|
|
D
|
Dynamics (natural vibrations, response spectra analysis)
|
1'800
|
|
L
|
Leng-term Effects (creep, shrinkage) 4)
|
1'800
|
|
N
|
Nonlinearities (nonlinear supports and trusses)
|
900
|
|
S
|
Specialities (buckling analysis, construction stages, axis point, external bonded reinforcement)
|
1'200
|
|
V
|
Prestressed Concrete 3)
|
2'800
|
|
|
A
|
Analysis and design of cross sections: Reinforced and prestressed concrete, thin-walled and composite cross sections, biaxial bending
|
3'000
|
|
|
0
|
Analysis of masonry (SIA 266)
|
900
|
|
P
|
Pushover analysis for masonry buildings 9)
|
3'000
|
|
|
|
Analysis and design of steel members (SIA 263, 2013) and Eurocode
|
1'200
|
|
|
|
Nonlinear design and analysis of columns: RC design, ultimate load analysis, biaxial bending
|
2'700
|
|
|
3
|
3D ground model and settlements, raft/pile & piled raft foundations for slabs 8)
|
2'400
|
|
G
|
Excavations (multiple stages, anchors)
|
2'600
|
|
M
|
Retaining Walls
|
2'600
|
|
N
|
Nailed Walls 11)
|
1'400
|
|
Q
|
Design of cross sections of excavations
|
600
|
|
S
|
Stability of Slopes
|
2'600
|
|