Recent content by goolai

  1. G

    Equations for Bending and Deflection of a Beam

    after caculate the C1, LHS=RHS=0 so i can't continue thanks
  2. G

    Equations for Bending and Deflection of a Beam

    my solution The Attempt at a Solution i was tried, but the answer was wrong my solution vertical equilibirum: Ra=Rc=1/2(P+3*W) Second moment of area: I = (PI/64)*(D^4-d^4)=4.2726*10^-6 m^4 bending moment equation from load intensity M=Ra<x>^1-P<x-1.5>^1-(w<x-1.5>^2)/2+Rc<x-3>^1...
  3. G

    Equations for Bending and Deflection of a Beam

    bending for beam -- deflection Homework Statement bending for beam -- deflection Homework Equations The Attempt at a Solution
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