$1$ Three$-$Pinned Arch

Part $($b$)$ Uniform load of $0\mathrm{.}8\frac{k}{f}t$ distributed over the central portion of the span

$\backslash$table$[[$Item$,$Amount,Unit,Mark $(*)],[$Maximum compression force,,,Nmax$],[$Minimum compression force,,,Nmin$],[$Maximum shear force,,,V$],[$Maximum positive bending moment,,$M+,],[$Maximum negative bending moment,,,M$-],[$Vertical displacement of point B$,,,]]$

$(*)$ Indicate the location in the arch in which these member forces$/$moments occur by drawing the mark on the sketch above

Comment on the differences in shear forces and bending moments observed for this analysis case vs$.$ part $($a$).$ Is this still a funicular arch?

Comment on the difference in vertical displacements observed for this analysis case vs$.$ part $($a$).$