# Analysis

In this section you will find all the articles related to the Analysis module of FAGUS

- When the effect of shear is considered, at what point does the design bending moment change?
- How does the compressive axial force decrease when including the effect of shear?
- Torsional constant Ix of cross sections in FAGUS
- Sometimes I don't get crack results. What is this due to?
- How does the creep coefficient affect an analysis in FAGUS?
- Calculating the cracking moment and the crack inertia with FAGUS
- Where to find the verification manuals for FAGUS?
- Point of application of the forces in a calculation in series in FAGUS
- Differences in the results of the crack verification whether on tab 6 of the analysis parameters the option cracked concrete or uncracked concrete is selected.
- Cracking in FAGUS in the case of slabs with a very low depth
- The effective depth (d) of a concrete cross section in FAGUS
- Modifying the properties of the materials used for analysis in FAGUS
- Importing cross sections created in STATIK into FAGUS
- Calculation of sections with various concreting phases. Batch calculation.
- How to choose the type of shear-torsion model (V-T) that better fits the case of study
- Determination of the lever arm (z) of a shear wall
- How to eliminate the crack opening value (wk) of the graphical output of the tension-strain analysis
- Calculation of the ultimate strain of the active strand