Recent content by paddles069

  1. P

    What conventions are used to determine the orientation of principal axes?

    The width is not important in answering my question.
  2. P

    What conventions are used to determine the orientation of principal axes?

    Hi, having trouble determining the convention for determining the orientation of the principal axes. (Please refer to the attached file for a diagram of my question) So in Q1, theta = -19 degrees and the principal axes is rotated one of the following the conventions (from what I can tell)...
  3. P

    Re: location of maximum stresses

    With respect to upper figure in the attached diagram, I don't really understand how the moment acts on the beam. I've always understood moments as forces that cause rotation and so when it is drawn as a straight line in the upper figure I'm not sure how that is affecting the beam. With...
  4. P

    Why Does Moment Act Perpendicular to Force?

    Hi all, please view the file I have attached which contains the diagram of the question. The picture is a cross section of a cantilever beam in which a force is applied downwards at the tip of the beam, as shown in the upper diagram. The solutions then conclude that the moment is acting in a...
Back
Top