Deformation
of a Circular Bar
|
Example: (continued) Next consider the FBD for
the section of the bar between B and C. ↑ΣFx
= 0 FBC - F2 - F3 = 0
and for the data: FBC
= 24 kN |
|
Finally consider the FBD
for the section of the bar between C and D. ↑ΣFx
= 0 FCD - F3 = 0
and for the data: FCD
= 9 kN Now apply the relation for
axial deformation δi = PiLi/AiEi Click here to continue
with this example. |
| Return to Notes on Solid Mechanics |
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