The model shows the body of a glass window terrace, which is analyzed with respect to the falling snow load.

The roof area is 14 m^{2}and the roof is designated as the calculated maximal snow load 4130 kg = 41 kN. In this case, the area load becomes 3 kN/m^{2}.

Save it to your computer or open it directly (the version must be at least 25.0.00).

Drag the file onto Vertex G4 (version should be at least 25.0.00).

The Model and its Drawing are stored in the project VERTEX_EXAMPLE.

Ramp (Model Ex_FEA_Ramp.vxz)

The model shows a ramp for exploring the load bearing capacity of the bridge, and it is judged whether the profiles could be changed to lighter profiles.

The weight of five persons is calculated as a load รก 100 kg and motorcycle (Harley Davidson Fat Boy) weight 317 kg ie in total 817 kg (= 8kN). The load safety factor has been taken 2, so the load is 16 kN. This load is divided into a space load on the bridge surface area (14,5 m^{2}), which is then 1,1 kN/m^{2}.

The bridge's own weight is 1191 kg = 11,7 kN.

The bridge is supported by fixed supports in its corners.

Save it to your computer or open it directly (the version must be at least 25.0.00).

Drag the file onto Vertex G4 (version should be at least 25.0.00).

The Model and its Drawing are stored in the project VERTEX_EXAMPLE.

Gap Support (Model: Ex_FEA_Support.vxz)

The model shows a slope on the grain dumpster (the slides are symmetrical). The volume of the quill is 55 m3 and weight has been calculated for grain 800 kg/m3, so the gap is directed 44 tn weight ie 432 kN so 216 kN / half.

The surface area of the support structure is 7,5m^{2}so the area load is 29 kN/m^{2}.

The bottom of all legs is supported by fixed supports.