MAE $211$: PROJECT : DUE: TUES JUNE $11,2024$

Truss has:

Horizontally parallel bottom and top sections, sixteen$-$feet apart.

Fifty$-$four$-$foot long bottom section $AD$ with left end A resting on pinned support and eight end $D$ resting on roller support.

Three lower chords AE$,$ EF$,$ and FD of eighteen$-$foot each.:

Single$-$chord top section made of upper chord BC of eighteen$-$feet length.

Two inclined end posts $AB$ on the left and $CD$ on the right.

Two vertical web members BE and CF of sixteen$-$feet each.

One diagonal web member BF$.$

ror the client truss design shown.

Draw the FBD $($Fig $1)$

Solve for the reactions in terms of $P($Fig $1)$

Solve for the force in any four $(4)$ truss members in terms of $P$ using any truss method.

Model in SkyCiv or SAP$2000$ using the verification model $($Fig $2)$ to validate your solution equations.

State tension or compression for the forces.

Submit your work using proper scientific documentation learned in MAE $101$

Bonus work: Write a code with inputs for $P$ that supports your computational analysis as further verification.