1. Limited time only! Sign up for a free 30min personal tutor trial with Chegg Tutors
    Dismiss Notice
Dismiss Notice
Join Physics Forums Today!
The friendliest, high quality science and math community on the planet! Everyone who loves science is here!

Simple Beam Bending - Where am I going wrong?

  1. Mar 18, 2015 #1
    beam bending problem.jpg
    I am trying to find the width of a square hollow structural member that can withstand the forces above. However, my calculations are showing me that a square hollow aluminum tube of 4 mm by 4 mm with a wall thickness of 1/16 of an inch would be adequate, which I don't believe.

    Is anyone able to see where I am going wrong? I believe it may be a units issue but I can't figure out why.

    Thank-you in advance
     
  2. jcsd
  3. Mar 18, 2015 #2

    SteamKing

    User Avatar
    Staff Emeritus
    Science Advisor
    Homework Helper

    1. Is the beam supposed to be accelerating? Most beam problems are computed assuming the beam is in static equilibrium.

    2. Mixing SI and Imperial units is just asking for trouble. Pick one or the other, and stay consistent throughout your calculations.

    3. It's unrealistic to design a structural member using a maximum allowable stress = yield stress, especially when that material is aluminum. Most allowable stresses in bending are typically limited to 0.6-0.66 * yield stress.

    4. Your beam is analyzed as if it is simply supported at the ends. Is this a realistic support condition for this construction?
     
  4. Mar 18, 2015 #3
    Thank-you for the response.

    1) Yes, the beam is accelerating. It will be part of a machine that will apply a maximum of 3.5 lbs-f upwards on both ends of the beam.

    2) Thank-you

    3) My intention was to design it to the maximum allowable stress and then simply double the dimensions of the beam to give myself a decent margin of safety. However I did not know about the 0.6*YS rule of thumb. That is very useful and I will use that in my calculations instead, and at the end will simply add on an extra 10% margin of safety.

    4) the beam will be supported with 4 bolts in total (2 on each side). I will drill holes pointing in the direction of the x-axis. These holes will be on the ends of the beam. I simplified my problem because I intended to add enough of a margin of safety for it to be not as important.

    I guess I should have been more clear in the goal.
    The beam can be a maximum of 166 grams in weight, while providing enough strength to avoid yielding given the forces shown above.
    If I use a square hollow structural tube of 1" x 1" x 1/16 ", it will weigh a total of 144 grams. I was just trying to see how much (if any) of a margin of safety a 1x1x1/16 aluminum 6063-T5 square hollow tube would provide.
     
  5. Mar 18, 2015 #4

    SteamKing

    User Avatar
    Staff Emeritus
    Science Advisor
    Homework Helper

    If the ends if the beam are going to be bolted, then assuming simple support conditions is also not realistic. I would check the beam assuming

    1. fixed conditions at each end.

    2. adjust the moment of inertia to account for the removal of material to accommodate the bolts.
     
  6. Mar 18, 2015 #5

    billy_joule

    User Avatar
    Science Advisor

    Where did the downward 3.5lbF point force come from? The force due to the acceleration will be a distributed load and will depend on total beam mass. If I've understood the situation correctly. That is.
     
Know someone interested in this topic? Share this thread via Reddit, Google+, Twitter, or Facebook