A Theoretical Demonstration of the Normal Stress Formula in the Hook

Msc. Erjon Selmani; Prof. As. Dr. Arian Bisha

Abstract

This paper describes is in a concise and clear way the revisiting of a classic element of the mechanics which is the hook .To carry out the theoretical formulation, the classical hypotheses of construction science have been used, in particular : Bernoulli hypothesis for plane sections under load, curved beam under load, normal stress formulation and Hooke's law.

Keywords

Construction Science, Normal Stress, Curved Beams, Hook, Neutral Axis.

References

[1] Qatipi A. (1978). Makinat peshengritese transportuese , Tirane.

[2] Shteto K. (1972). Rezistenca e materialeve, Tirane.

[3] Lemasson G.(1978). Elements de Construction, Paris.

[4] Bode K. (2010). Shkenca e Konstruksioneve 1, Tirane.

[5] Zaccaria D.(2010). Dispense del Corso di Scienza Delle Costruzioni, Trieste.

Cites this article as

M. E. S. , P. A. D. A. B. , "A Theoretical Demonstration of the Normal Stress Formula in the Hook", International Journal of Innovative Research in Engineering & Management (IJIREM), Vol-3, Issue-1, Page No-45-50, 2016. Available from: