Tangential (shearing) force:
\( F = mg = 100 \times 9.8 = 980 \,\text{N} \)
The face is a square of side \( L = 0.10 \,\text{m} \), so:
\( A = L^{2} = (0.10)^{2} = 0.010 \,\text{m}^{2} \)
Shear modulus:
\( G = \dfrac{\text{shear stress}}{\text{shear strain}} = \dfrac{F/A}{x/L} = \dfrac{F L}{A x} \)
Solve for vertical deflection \( x \):
\( x = \dfrac{F L}{A G} \)
\( x = \dfrac{980 \times 0.10}{0.010 \times 25 \times 10^{9}} \) \( = \dfrac{98}{0.25 \times 10^{9}} = \dfrac{98}{2.5 \times 10^{8}} \approx 3.92 \times 10^{-7} \,\text{m} \)
Vertical deflection of the free face: \( x \approx 3.9 \times 10^{-7} \,\text{m} \) (about \( 4 \times 10^{-7} \,\text{m} \)).

The elastic behavior of material for linear stress and linear strain, is shown in the figure. The energy density for a linear strain of 5×10–4 is ____ kJ/m3. Assume that material is elastic up to the linear strain of 5×10–4