CALCULATION OF A WOODEN FRAME OF A BUILDING TAKING INTO ACCOUNT THE DEVICE ON THE ROOF OF ALTERNATIVE ENERGY ELEMENTS
DOI:
https://doi.org/10.31650/2707-3068-2020-24-119-127Abstract
One of the tasks in the development of Ukraine is the implementation of the energy
independence program. The use of new technological and non-technological innovations is
widespread both on the production side of energy comparison (alternative sources, new advanced
energy saving technologies) and also on the consumer side.
An effective solution for business and production entities is the installation of solar power
plants on the roof of buildings and structures at today.
In the article presents the results of the examination by visual and instrumental method in
connection with the location of solar panels on the roof of the building. The schemes and
parameters of external influences on the wooden parts of the object, including actual permanent and
temporary loads, taking into account the sole weight of materials, design and technological features
of the object.
Due to the increased of load was verification calculation of the load-bearing wooden
structures of the building and was developed a calculation model.
The investigation was performed using classical calculations of structural mechanics and the
methods of a computer simulation experiment in the software package “Lira CAD 2013”.
The calculation of the wooden frame was carried out in the following sequence in accordance
with applicable standards:
- the establishment of the design scheme of the frame;
- definition and collection of the load;
- determination of the design efforts in the frame elements;
- selection of cross sections of the elements.
Analysis of the results and field surveys of wooden structures and their elements in the
building of grain warehouse No.1 after operation for the more than 75 years in a variable the
temperature and humidity conditions is showed that the bearing capacity and reliability of the
bearing wooden structures is unchanged not only in the presence of various damage and defects, but
also due to the natural aging wood.
The results of the investigation were used to draw up the recommendations for restoring the
properties of solid wood structures after their long-term operation.




