prsm13 - 7 Do not know/do not understand M13 Concept...

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M13 Concept Question 1 For the clamped-free, end-loaded, rod shown below the buckling load can be given by: P cr c p L 2 2 EI = what is the value of c? z Flexural Rigidity , EI P x 1. 2. 3. 4. 5. 6. 7. L c = 1 c = 2 c = 4 c = 0.5 c = 0.25 Some other answer Do not know/do not understand
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M13 Concept Question 2 For the clamped-clamped, end-loaded, rod shown below the buckling load can be given by: P cr c p L 2 2 EI = P Flexural Rigidity , EI L what is the value of c? 1. c = 1 2. c = 2 3. c = 4 4. c = 0.5 5. c = 0.25 6. Some other answer
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Unformatted text preview: 7. Do not know/do not understand M13 Concept Question 3 For the pin-ended, eccentrically end-loaded, rod shown on the board, what are the appropriate boundary conditions? L dw x = 0 : w = 0, x = : = 1. 2 dx d 2 x = 0 : w = e , w = 0 dx 2 d 2 w 2. x = L : w = e , dx 2 = 0 x 1 = 0 : w = 0, M = Pe 3. x 1 = L : w = 0, M = Pe x = 0 : w = e , x = L : w = e 4. x 1 = 0 : w = e , M = Pe 5. x 1 = L : w = e , M = Pe 6. Some other answer 7. I do not know/I do not understand...
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This note was uploaded on 01/28/2012 for the course AERO 16.01 taught by Professor Markdrela during the Fall '05 term at MIT.

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prsm13 - 7 Do not know/do not understand M13 Concept...

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