Assume a constant value of EI = 560×10° N-mm² for the beam. 210 N-m 200 mm Determine the deflection of the beam at C. Answer in mm rounded-off to 2 decimal places. B 150 mm с 100 1,400 N D 250 mm E X

Assuming that the solid cylindrical rod shown below is fixed at point A, determine the magnitude of the deflection of point D in the x- direction due to the force F. a = 300 mm; b= 175 mm; drod = 15 mm; E = 71 GPa; P= 850 N; U = 0.3; a y A P B b

Determine the maximum deflection for the beam shown. 40 k 60 k B с 10 ft 10 ft 10 ft I 21 I E = constant = 29,000 ksi I = 1,000 in.*

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