Abstract
The design of modular buildings of transforming sub-stations is considered. On the base of the calculation of the main load-bearing elements the structural solution of the block modules is analyzed. The main problem is the use of modules of the same design in buildings with diff erent layout schemes and equipment loads. The purpose of the work is to identify the most important general patt erns of modular buildings from the engineering and construction point of view. It is determined that for various structural elements the tests from diff erent combinations of loads and layout schemes are leading. The problem of horizontal rigidity of block-modules is considered. Special att ention has been paid to the design of the node joints of columns with horizontal elements as the most important.
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