The structure shown below is subjected to a distributed load. The load can be simplified as local forces of value P that are equally spaced apart by a distance l. Each member of the structure has a circular cross section with diameter d. Assume any missing data and state your assumptions clearly. Solve the structure using the Finite Elements Method (FEM) and find the following: 1. The global Stiffness Matrix (4 pts). 2. Reduced Stiffness Matrix (1 pts). 3. Solve for the unknown displacement values (1 pts). 4. Solve for the unknown reaction forces and moments (1 pts). 5. Verify your solution using ANSYS (3 pts). WWW P. P P 1 (ft) 2 m (ft) 3 P (kip) d(in) 10 3 E (kpsi) 30000 The structure shown below is subjected to a distributed load. The load can be simplified as local forces of value P that are equally spaced apart by a distance l. Each member of the structure has a circular cross section with diameter d. Assume any missing data and state your assumptions clearly. Solve the structure using the Finite Elements Method (FEM) and find the following: 1. The global Stiffness Matrix (4 pts). 2. Reduced Stiffness Matrix (1 pts). 3. Solve for the unknown displacement values (1 pts). 4. Solve for the unknown reaction forces and moments (1 pts). 5. Verify your solution using ANSYS (3 pts). WWW P. P P 1 (ft) 2 m (ft) 3 P (kip) d(in) 10 3 E (kpsi) 30000