The article deals with the issues of regulating the stress-strain state of the design scheme of the coating of the demonstration center by combining the geometry of the interface of the crossbar and the cross frame post. The dependence of the distribution of forces on the solutions of the eaves of the roof truss is established.
Keywords: Arched constructions, finite element method, stress-strain state regulation, optimal design
The article deals with the construction and definition of the stress-strain state of the design scheme of a lattice tower-like structure in the form of a mesh hyperbolic paraboloid. The dependence of the wind load distribution on the characteristics of the form is established, a sectional calculation method for such structures is given.
Keywords: Hyperbolic paraboloid, finite element method, aerodynamic loads, lattice towers