Maurice Tutor

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    Argosy University/ Phoniex University/
    Nov-2005 - Oct-2011

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    Phoniex University
    Oct-2001 - Nov-2016

Category > Management Posted 17 Feb 2018 My Price 4.00

displacement of joint

In Figure PlO.5 compute the vertical and horizontal components of displacement of joint E produced by the 120-kip load. The area of bars AB, BD, and CD = 5 in2 ; the area of all other bars 3 in'". E = 30,000 kips/in2. (b) If bars AB and BD are fabricated i in too long and support D settles 0.25 in, compute the vertical displacement of joint E. Neglect the 120-kip load.\

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Maurice Tutor
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Status NEW Posted 17 Feb 2018 08:02 PM My Price 4.00

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