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Although all participants of the transport process are aware of the necessity of load securing, this process is not always
conducted properly. It is mainly due to the difficulties with determining the appropriate number of lashings. It should be
done based on the standard EN DIN 12195-2 or the guidelines certified by the European Commission. Although both
documents are based on the same bases, the results of calculations often differ. The discrepancies are caused by different
input data and a different lashings selection algorithm. Apart from the load characteristics and the parameters related to a
loading method, the formulas presented in the standard contain the correction coefficients. The calculation algorithm in
the guidelines, in turn, is based on the analysis of the possible load sliding and tipping. The calculation methods presented
in both sources listed above reflect the physical phenomena impacting the load. However, they omit the real interactions
in the chain road-vehicle-load and some additional physical interactions occurring between the load and the lashings. The
present article presents the procedures of the lashings selection, based on a real case of the load securing. The differences
in the number of selected lashings were characterised.
