Recent content by triindiglo

  1. T

    Shear stress on a bar with a bend

    ah, yes you are right. Unfortunately I don't have the correct answer in front of me anymore so I can't check if that's all that is wrong. Hopefully the other stuff looks right though?
  2. T

    Shear stress on a bar with a bend

    Here is what I tried: Fx=500lbf Fy=-800lbf T=Fy14in c=r (radius) J=pi*r4/4 which gives torsion shear=-16900psi V=Fy Q=y'A' y'=r A'=pi*r2/2 t=r with beam shear=-2844psi total shear (xy)=torsion shear-beam shear It's been a while since I was actually in Mechanics of...
  3. T

    Shear stress on a bar with a bend

    Homework Statement I have encountered this problem several times in class, but have never really understood it. There is a solid round bar that is fixed on one end, and that bends 90 degrees a ways down. At the free end of the bar there are forces applied in each Cartesian direction. Like...
  4. T

    Product of Inertia/Parallel Axis Theorem

    The problem is very similar to #9.74, here: http://books.google.com/books?id=o4-5K8xqlY0C&pg=PA504&lpg=PA504&dq=product+of+inertia+L5+angle&source=web&ots=KMDPgSTiT9&sig=rYBjTLwd-bTiA-IrMRCXB5XNycs&hl=en&sa=X&oi=book_result&resnum=1&ct=result#PPA504,M1" I understand how the parallel axis...
  5. T

    Equivalent Force couple to single resultant

    I apparently read your first post before you edited it or something, so I was talking about something else. The edited one clarified it for me though. Thanks
  6. T

    Equivalent Force couple to single resultant

    So there is more than one correct solution?
  7. T

    Equivalent Force couple to single resultant

    I have reduced the problem involving different forces and a couple in a 2D plane to an equivalent force-couple system. The force F is -27.5lbi + 11.65lbj, and the couple is -66.8inlbk. I need the single offset resultant that accounts for the couple. The way I thought to solve it was to take...
Back
Top