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On typical poles designed for lighting fixtures, wind turbines can rarely be installed. The increase in stress values, especially in the base of the column, depends on the configuration and location of the turbine and in some cases exceeds the limit value [1]. The addition of photovoltaic panels will further increase the stresses due to wind pressure. In addition, in July 2009, a change to Az1 was made to the wind standard PN-77/B02011 (Load in static calculations. Wind loads). It includes, among others, a new map of Poland's division into wind zones, new, higher values of wind speed, correction of exposure coefficients and load factor [2]. Therefore, poles before July 2009, after the installation of a wind turbine and/or photovoltaic panel, would have to meet even more stringent requirements. The purpose of the described work is the strength analysis of the chosen concept of steel lighting pole adapted for assembly of photovoltaic panels and the set of micro-wind turbine with generator. The analysis was carried out using CAD/CAE (SolidWorks Simulation) tools and according to the standard [3] for the most disadvantageous case of load impact.

Strength analysis of a quasi-autonomous lamp post with the use of CAD/CAE systems