6. [6.68/16.7 Points) DETAILS PREVIOUS ANSWERS GGMECHMAT9 10.4.002. MY NOTES ASK YOUR TEACHER A fixed-end beam AB carrie

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6 6 68 16 7 Points Details Previous Answers Ggmechmat9 10 4 002 My Notes Ask Your Teacher A Fixed End Beam Ab Carrie 1 (131.49 KiB) Viewed 20 times

6. [6.68/16.7 Points) DETAILS PREVIOUS ANSWERS GGMECHMAT9 10.4.002. MY NOTES ASK YOUR TEACHER A fixed-end beam AB carries point load P acting at point C. The beam has a rectangular cross section (b = 70 mm, h = 160 mm). P = 3.2 KN 3 m -2 m- A C L-5 m Calculate the reactions of the beam. Assume that F= 190 GPa. (Solve by the method of superposition. The beam has constant flexural rigidity El. Assume that the +x-axis is to the right and the +y-axis is up along the page, with the origin at A. Use the statics sign convention. Assume the positive direction for moments is counterclockwise. Enter your forces in kN and your moments in KN m.) R = 1.4336 X KN Ra = 2 0730 ✓ KN MA - 1.536 ✓ KN.m MA - 2304 X kNm Calculate the displacement at point C. (Enter your answer in mm. Use the statics sign convention.) 6 894 x mm Submit Answer