Calculate the displacements and stresses on a planer and tapered triangular-trapezoid beam using Finite Element Analysis? A = 0.2 m, B = 0.4 m , L = 0.8 m and thickness 0.16 m and P = 800 kN and E = 2×10^6 kN/m2
Calculate the displacements and stresses on a planer and tapered triangular-trapezoid beam using Finite Element Analysis? A = 0.2 m, B = 0.4 m , L = 0.8 m and thickness 0.16 m and P = 800 kN and E = 2×10^6 kN/m2
