STATIK

Base Module of STATIK

• Is it normal to have large stress accumulations at certain points of a walkway subjected to horizontal forces?
• Is it possible to associate a distributed surface load to a mass load to perform a seismic calculation in STATIK?
• How to open or import old calculations in STATIK?
• How can I change the names of the cross sections?
• Why does STATIK, unlike CEDRUS, only generate one automatic limit specification for !ELU and sometimes none at all?
• Can I label the graphical results individually?

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Nonlinearity module

• Track-structure interaction in Statik

Prestressed Module

• Which phase corresponds to the “Anchoring” phase of the tendon stressing process in STATIK?
• Prestressing losses in the interaction between STATIK and FAGUS. Hyperstatic losses.
• Model prestressing tendons with couplers in STATIK.

Dynamic Module of STATIK

• Is it normal that the graphical representation of the response spectrum in a seismic calculation ends with a vertical branch?
• How can I enter special response spectra?
• Methods of overlapping vibration modes and combining results from different excitation directions in STATIK
• Earthquakes in STATIK from a building model made with CEDRUS BUILDING: Equivalent Force Method v Response Spectrum Method
• Concomitant values of earthquakes in STATIK-6/7 against maximums in STATIK-5