Maurice Tutor

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

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  • Professor
    Phoniex University
    Oct-2001 - Nov-2016

Category > Management Posted 29 Nov 2017 My Price 5.00

horizontal and vertical deflections

Imagine the compound beam has been split and analyzed; the rotation at B was found to be CW with magnitude and the vertical deflection was found to be v0 downward. (The horizontal deflection was zero at B.) Recognize that segment BC has the same internal loads as a cantilevered beam with appropriate loads. Use the tabulated solutions and the deflections and rotation at B to derive an expression for the horizontal and vertical deflections and rotation at point C. The bending stiffness is EI.

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(5)
Status NEW Posted 29 Nov 2017 06:11 PM My Price 5.00

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