Abstract
The article deals with possibility of application of the simulation based reliability assessment SBRA Method in modeling of structures in the field of judgement of their serviceability. A steel simply supported beam of hollow circular cross sectional area was taken into account. Using rules of modeling it was modeled by the beam of the same shape, when its material was the composite material. Deflection of it was determined experimentally and using modeling rules the corresponding deflection of the steel beam was determined. Deflections of steel component and its composite model were determined using SBRA Method, realized when following random variable quantities as dimensions of bodies and corresponding geometric quantities, Young ́s modulus of elasticity E and loading force were taken into account.
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