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Tensión y Deformación en Estructuras by CristopherBrayanAntónValdivieso is a document available to read on EtoBox.
This document summarizes the solution to Problem 2. The free body diagram shows forces N1, N2, and P. The equations of static equilibrium in the x and y directions are written. This allows calculation of N1 as 80 kN (tension) and N2 as -69.28 kN (compression). The stresses σ1 and σ2 are then calculated as 160 MPa and -69.3 MPa respectively using the cross-sectional areas and forces. The elongations δ1 and δ2 are then determined as 0.277 cm and -0.104 cm using the forces, lengths, modulus of elasticity, and
- Author
- CristopherBrayanAntónValdivieso
- Language
- EN