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?
- Solve the instability of a biaxially braced bar in 3D in STATIK.
- STATIK's traffic load generator.
- Graphical and tabular results in STATIK for the sized reinforcement.
- Select and modify the attributes of many supports at the same time in STATIK.
- Why doesn't STATIK analyze and dimension my metal profiles with AVENA?
- How to view the reaction values of several load hypotheses in the same table in STATIK?
- How to automatically adapt a load in STATIK when we change the position of the bar or the knot on which it acts?
- - Model correctly in STATIK the support of a board on its bottom face when the sections have axis point on the top face.
- Modeling of the deck support of a bridge deck on piers with double shafts.
- How to edit parameterized sections in STATIK using an EXCEL sheet?
- What does the ‘fan’ label at the beginning of a member in STATIK?
- How can I simulate the effect of a membrane in STATIK?
- What is the ‘with Prestressing’ option in the definition box of an especial analysis in FAGUS for?
- I get different stress values when I analyse an envelope in STATIK and when I do a special analysis with FAGUS using that same envelope. Why?
- How to generate parallel moving loads in STATIK? - Application to bridge cranes
- What use has the ‘Pillar design’ option in the special analysis with FAGUS, from STATIK?