Recent content by endy_kami

  1. E

    Internal forces in members of structure

    can you show me how to get to the right answer than?
  2. E

    Internal forces in members of structure

    please find attached on how I got to that answer
  3. E

    Internal forces in members of structure

    dear afreiden, I've tried the clue that you've given me I found N1=0,6P N2=0,3P N3=0,03P N4=0,07P but the answer should be N1=0,4P N2=0,3P N3=0,2P N4=0,1P (according to the writer) the writer said use the force method or displacement method or the matrix stiffness method, any idea?
  4. E

    Internal forces in members of structure

    tx a lot I'll try it
  5. E

    Internal forces in members of structure

    what are the internal force in the hinged member 1-4?
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