Practice_for_Final_Exam_Solutions

Practice_for_Final_Exam_Solutions - applied load at the...

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1 Practice for Final Exam- CEE220- Winter 2010 SOLUTIONS
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2 Shear and Moment at free end are zero so there would be no shear between right support and end of beam. Gives constant moment but then what would return M to zero? M also =o Supports- have them act upward or downward and the change from pos to neg shear occurs at
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Unformatted text preview: applied load at the beam center. You cannot get what is drawn here with a downward applied load due to symmetry of the beam. b Moment slopes change pos to neg at wrong locations 3 (See solution in file) 4 5 6 7 8 1. 9 10 11 12 13...
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Practice_for_Final_Exam_Solutions - applied load at the...

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