Maurice Tutor

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About Maurice Tutor

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Algebra,Applied Sciences,Biology,Calculus,Chemistry,Economics,English,Essay writing,Geography,Geology,Health & Medical,Physics,Science Hide all
Teaching Since: May 2017
Last Sign in: 398 Weeks Ago, 3 Days Ago
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Education

  • MCS,PHD
    Argosy University/ Phoniex University/
    Nov-2005 - Oct-2011

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  • Professor
    Phoniex University
    Oct-2001 - Nov-2016

Category > Management Posted 21 Oct 2017 My Price 4.00

fixed pinned column

Following a procedure similar to the one used in Fig. 10.11 and in Eqs. 10.20 through 10.32 to determine an expression for the elastic buckling load of a fixed pinned column, derive an expression for the buckling load of the fixed-free column shown in Fig. P10.3-14. The portion of the column from A to B is flexible, with modulus of elasticity E and moment of inertia I, but the portion of the column from B to the point of application of the load P can be considered to be perfectly rigid. (Hint: Take a free-body diagram from section x to the top of the column, where the force P is applied. Use the end conditions that v(L) ≡ δ and v(L) ≡ θ.)

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Maurice Tutor
(5)
Status NEW Posted 21 Oct 2017 09:10 AM My Price 4.00

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