Problem 1: Finite element analysis project (part 2) Consider the beam that was modeled using Soli...
Problem 1: Finite element analysis project (part 2) Consider the beam that was modeled using SolidWorks in Part 1 5mm- 80mm 100mm 10m Let the beam be made out of A36 structural steel. Determine and plot: (1a) e deflection of the beam h(x) Note: do not forget to convert pressure to force/length (1b) the normal stress in the beam ơxx(x, y, z) For the plots, let y - 0,z - 48mm) No partial answer is provided here you should check your work by ensuring that all of the plots make sense and satisfy boundary conditions. You can also check your moments of inertia as well as beam deflection results using SkyCiv. Be sure to keep a copy of your homework, as you will need it for Part 3 of the FEA project.
Problem 1: Finite element analysis project (part 2) Consider the beam that was modeled using SolidWorks in Part 1 5mm- 80mm 100mm 10m Let the beam be made out of A36 structural steel. Determine and plot: (1a) e deflection of the beam h(x) Note: do not forget to convert pressure to force/length (1b) the normal stress in the beam ơxx(x, y, z) For the plots, let y - 0,z - 48mm) No partial answer is provided here you should check your work by ensuring that all of the plots make sense and satisfy boundary conditions. You can also check your moments of inertia as well as beam deflection results using SkyCiv. Be sure to keep a copy of your homework, as you will need it for Part 3 of the FEA project.