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Structural Analysis of Fan Section of Air Handling Unit KMW ZR 30                            14/22
   on Dynamic Load Defined by Seismic Spectrum OLKILUOTO 3

Fig. 15. 92th mode shape

3.2. Response of the structure to the load

The maximum response of the air handling unit subjected to input spectrum load was

presented in the form of equivalent stress  (Huber-Mises-Hencky) maps (Fig. 16)

and displacement maps (Fig. 18 and 19).

To determine the strength of the structure the maximal equivalent stresses  were

compared with allowable stresses . Allowable stresses were calculated according to

the formula:

                                                                                        (1)

where: – yielding stress, – factor of safety.

Calculated allowable stresses for structural wall, frames and screws are presented in the
Table 2.

                                            University of Technology and Life Sciences
                                            Faculty of Mechanical Engineering
                                            Department of Computer Methods
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