I need help and below is what I am given, I need help in doing the Matlab code. The I beam is fixed on both sides while the Duct is free ended on both sides,the duct is hanging by $6$ hangers in a row from the beam,the hangers are centered on both the beam and duct. The beam and duct are to be analysed individually but keeping in mind that the hangers connect them.Different hangers have different boundary conditions $.$The code is must plot the shear,moment,slope and deflection graphs for the $3$ cases having different hanger types.,hence $24$ graphs in total.

Beam

Material: Structural ASTM$-$A$36$ Steel $($E $=200$ GPa$)$

Length: Lb $=10$ m

profile is W$310$x$310$x$342$

Duct

Material: Aluminum $($E $=69$ Gpa, and density $2700$ kg$/$m$3)$

Length: La $=8$m

Profile: Hallow tube of $50$ mm thickness, and outer diameter given table below.

Hangers

Material: Cable $-$ stainless AISI $302($E $=180$ GPa$)$ and diameter $50$ mm

Spring $($K $=200$ kN$/$m$)$

Length: h $=10$ m

Number of hangers: $6$

Spacing: b $=1$ m

Outer diameter$=250$ mm