y = y = (e) (25%) The beam in Problem 3 is statically indeterminate to the...

 

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y = y = (e) (25%) The beam in Problem 3 is statically indeterminate to the first degree. Treat the reaction at B as the redundant. Use superposition method to determine (a) the reaction By, (b) deflection de and slope c at end C. Please refer to the attached deflection and slope formulae of a cantilever beam. Px² 6EI Pa² P 6EI (3a-x), 0≤x≤a -(3x-a), a≤x≤L 90x² 24 EI y=. 90 (6L²-4Lx+x²), 0≤x≤L Do.x² 24 EI 9 a³ 24 EI y=- y=- 90 X (6a²-4ax+x²), 0≤x≤a -(4x-a), asxsL y = y = (e) (25%) The beam in Problem 3 is statically indeterminate to the first degree. Treat the reaction at B as the redundant. Use superposition method to determine (a) the reaction By, (b) deflection de and slope c at end C. Please refer to the attached deflection and slope formulae of a cantilever beam. Px² 6EI Pa² P 6EI (3a-x), 0≤x≤a -(3x-a), a≤x≤L 90x² 24 EI y=. 90 (6L²-4Lx+x²), 0≤x≤L Do.x² 24 EI 9 a³ 24 EI y=- y=- 90 X (6a²-4ax+x²), 0≤x≤a -(4x-a), asxsL