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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