Test2_Solutions

Test2_Solutions - Gx= y= I L n d 3 n d4 . . 64 Fl 1- rr -...

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ME 116: MACHINARY DESIGN I TEST 2 Name : November 9,2009 Problem 1 (55 points) 1=10 in, a=12 in, d=1.6 in, F1=1200 lb (in -y direction), F2=1000 Ib (in +z direction). Determine the applied and w --- . principle stresses (normal and shear) at the points A and B. - I --- ' A I -----A \\dl ,P----.! rod t / Porbn A a --.- .--- - I I ,4'---- : /fi,, 6td/2 32~;t FZ4
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Unformatted text preview: Gx= y= I L n d 3 n d4 . . 64 Fl 1- rr - -+ - 32 (120°)(1ei = 29841.6 Palb .rr ~ 1 . 6 ) ~ Problem 2 (45 points) Determine the maximum deflection of the simply supported beam shown in the figure. F=600 N, 8 4 w=250 Nlm, I=2.5x10- m , E=207 GPa. (a) Slmply supported beam with ancentrated loading - - (b) Slmply supported beam with uniformly distributed loading...
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This note was uploaded on 11/19/2011 for the course ME 116 taught by Professor Yong during the Spring '10 term at CSU Sacramento.

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Test2_Solutions - Gx= y= I L n d 3 n d4 . . 64 Fl 1- rr -...

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