Consider the deformable pin-jointed truss with loading, geometry and section properties as shown in the figure.
Given that $E=2 \times 10^{11} \mathrm{~N} / \mathrm{m}^{2}, A=10 \mathrm{~mm}^{2}, L=1 \mathrm{~m}$ and $P=1 \mathrm{kN}$. The horizontal
displacement of Joint $\mathrm{C}$ (in $\mathrm{mm},$ up to one decimal place) is
Consider the deformable pin-jointed truss with loading, geometry and section properties as shown in the figure.
Given that $E=2 \times 10^{11} \mathrm{~N} / \mathrm{m}^{2}, A=10 \mathrm{~mm}^{2}, L=1 \mathrm{~m}$ and $P=1 \mathrm{kN}$. The horizontal
displacement of Joint $\mathrm{C}$ (in $\mathrm{mm},$ up to one decimal place) is