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Specifically, formulas for the evaluation of maximal horizontal and vertical displacements are derived from a recently-proposed Timoshenko-like non-prismatic beam model. Schnieder, the paper compares the proposed serviceability analysis formulas with other ones available in literature and with highly-refined bzutabellen FE simulations in order to demonstrate the effectiveness of the proposed instruments.

Conversely, the accuracy of the proposed formulas decreases for thick and highly-tapered beams since the beam model behind the proposed formulas cannot tackle local effects like stress concentrations occurring at bearing and beam apex that significantly influence the beam behavior for such geometries.

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Cite this paper Balduzzi, G. Open Journal of Civil Engineering7 Design of Timber Structures.

Journal of Applied Mechanics, 30, International Journal for Numerical Methods in Engineering, 33, Journal of Mechanics of Materials and Structures, 5, Journal of Sound and Vibration, Journal of Constructional Steel Research, 58, Journal of Structural Engineering, The Open Civil Engineering Journal, 3, Journal of Mechanics of Materials and Structures, 3, International Journal of Solids and Structures, 15, Engineering Structures, International Journal of Solids and Structures, 90, Solid Mechanics and Its Applications, Vol.

DEI tipografia del genio civile.

Strength Classes and Determination of Characteristic Values.