Anchor Bracket 2-3.SLDPRT.
Show the Von Mises stress as demonstrated in class.
Note: split lines for hole are not necessary
30*
the nowe pr
right). Assume the following.
• Material:
• Mesh:
. Fixture:
.
inum Fo
Apply a Fixed (immovable) restraint on the inclined surface.
External Load: 8600 N in the X-direction applied on the right, inside surface of
the 16 mm diameter hole between user defined Split Lines.
Determine the following:
a. Use classical equations to compute stress at the inside (concave) surface and the
outside (convex) surface of the anchor bracket at section B-B. Section B-B passes
through the center of curvature of the curved beam and is considered to be a
vertical line. Include a labeled free body diagram of the portion of the anchor
bracket to the right of section B-B (show magnitude and direction of all
reactions).
b. Include a zoomed-in image of the hole so that the force Fx = 8600 N can clearly
be seen to act between user specified Split Lines.
c. Create a stress contour plot of von Mises stress in the anchor bracket. Include
automatic labeling of maximum and minimum stress on this plot.
60
AISI 1010 Steel, hot rolled bar (use SI units)
B
In the Mesh property manager, select O Standard mesh; use the
default mesh size.
R40
I
B
20
7
R100
30
पर
20
150
016
Surface is attached to
a rigid frame (fixed).
Fig: 1