For the steel truss ( E=200 GPa) and the loading shown,determine the deformation of the members AB an AD, knowing thattheir cross-sectional areas are 2400 mm^2 and 1800 mm^2 ,respectively. Please Help!!
For the steel truss ( E=200 GPa) and the loading shown,determine the deformation of the members AB an AD, knowing thattheir cross-sectional areas are 2400 mm^2 and 1800 mm^2 ,respectively.Please Help!!