The circular bar 20 mm in diameter shown in the figure is bent into a semicircle with a mean radius of 600 mm. Given P = 1462 N and F = 800 N. F a a A 30° 60° 1) Compute the horizontal reaction at A in kN. A. 866 B. 711 С. 933 D. 1232 Compute the bending moment in N-m in section a-a. E. 284 2) F. 187 G. 667 Н. 348 Compute the maximum bending stress in section a-a in MPa. I. 238 3) J. 162 К. 331 L. 510

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Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.