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English -Truss Analysis Using Method of Joints Part 2 of 2

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Uploaded by on Dec 2, 2009

Analyzing a simple truss using the method of joints Part 2 of 2

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Uploader Comments (CTSCIVIL)

  • madgary187

    I have to go back to my notes to check it out. Anyways, TRUST YOUR ANSWERS :)

    Admin

  • Darrenvv20

    Yes I am sure I did force BE correctly

    Please check your answers

    admin

  • I will see what to do :)

Top Comments

  • BE=-16.8

    BD=15.66

    correct me if im mistaken.

  • You should have said truss your answers!

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All Comments (53)

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  • Thanks, helped a lot :)

  • thnx a ton! was very useful :)

  • accutally his answers is correct only if he used the force of member AB compression (I.e in the other direction) the ans.of BE=1.88 kN (T)

  • thanks a bunch. u really help me :)

  • wait, if there is an external force acting on DE downwards, shouldn't DE be equal to -6kN

  • Very good video. Helpfull for many students. ALLAH (SWT) bless you brother :)

  • BE=1,875 is CORRECT and there is Tension

    BD= 6,75 is CORRECT and there is Compression

    The admin, CTSCIVIL is right !

  • In CE there is a tension because of equilibrium in joint C and since AC and CE is the only horisontal force. And he force shoul be 5,625 =5,63 and NOT 5,36 as we see in video. Best regards too everyone

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