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In this paper, they considered the algorithm for a lenticular shaped truss calculation, in accordance with the set of rules "Wooden glued and all-wood structures" SNiP II 25 80 (CR 64.13330 2011). The results of load calculation concerning the own weight of the truss, the calculation of the uniformly distributed constant load located on the whole span, the calculation of the distributed snow load with the triangular outline are presented. The calculated forces in the elements of the truss are determined by the methods of knot cutting out, the longitudinal forces N and the bending moments M are calculated in the upper belt panels. The section of the truss is selected and checked. The result of the above calculations is a positive evaluation of a building design possibility with the span of 24 m at the calculation of the load-bearing structures for the maximum possible loads, where a wooden segmented lens-shaped truss is proposed as a cover.

Calculation and Design of the Wooden Lens-Shaped Truss with the Value of Snow Load on the Horizontal Ground Surface 3.2 Kpa