Strain energy stored in a prismatic bar suspended from one end due to its own weight (elastic behavior) [x = specific weight of material, A = cross-sectional area, L = length of bar]
AU=6Ex2A2L2
BU=6ExAL3
CU=3Ex2AL3
DU=6Ex2AL3
Answer:
U=6Ex2AL3
Read Explanation:
The strain energy stored in a prismatic bar clue to its own weight is given by $U =\frac{x^2AL^3}{6E}$. Strain energy is the energy absorbed by the member when work done by the load deforms that member. For a prismatic bar, the axial load due to its own weight is $xAL$.