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Simple bridge design analysis

  1. Apr 20, 2007 #1
    How do you resolve an angled member supporting a vertical load into a column and cantalivered beam problem?

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  2. jcsd
  3. Apr 20, 2007 #2
    What are you trying to find ? If it's just the force/stress then at your clamped edges in general you have axial force/stress, shear (perpendicular to axial) and don't forget the moment. Do a free body diagram and you'll find them, remember you have symmetry there.
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