Skladová hala Lobendava:
kolektiv autorů, 2001
The span of the precast prestressed hall is 30 m, the span of steel hall is 45 m. 
The hall was designed according to EC 2 , din 1045. The "D" areas in concrete girders was solved by "strut and tie technikue. The concrete C40/50 was used for concrete hall, the S235 and S275 steel grade was used for steel hall. The stiffness of the columns was considered in relation to stiffness of a pile.
