300 mm 1. Illustrated is a cantilever beam from B to C with a rectangular cross section. The beam is rigidly supported a

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300 Mm 1 Illustrated Is A Cantilever Beam From B To C With A Rectangular Cross Section The Beam Is Rigidly Supported A 1 (34.35 KiB) Viewed 48 times

300 mm 1. Illustrated is a cantilever beam from B to C with a rectangular cross section. The beam is rigidly supported at b and is made of A36 steel with material properties of E = 200 Gpa and Syield = 250 Mpa. Given L = 600 mm, F = 50 kN, Y Part A 1 a. Calculate the deflection at C (10 points) b. Calculate the deflection at A (10 points) C. Treating the beam like a diving board, calculate the linear spring rate B (stiffness) of the beam at C subjected to load F (10 points) Part B For stress element at A on the side of the beam, F d. Calculate the stresses in xy components at A (15 points) e. Sketch the stress element (10 points) f. Calculate the principal stresses at A (15 points) Section g. Calculate the factor of safety based on the maximum-shear stress theory (15 points) h. Calculate the factor of safety based on the distortion-energy theory (15 points) 50 mm 150 mm 50 mm