PLEASE HELP ME SOLVE THIS FAST

Part I: Dead Loads $[10$ pts$]$

Based on the structural configuration assigned to you in the document $"$CE $3063-$ Groups $-$ Fall $2024,"$

available on D$2$L at Content $>$ Design Poject, calculate the following:

$1.$ uniform design dead load on the roof

$2.$ uniform design dead load for a typical interior floor

$3.$ maximum shear force and bending moment from dead load on a fully$-$loaded office floor joist

$4.$ maximum shear force and bending moment from dead load on a fully$-$loaded retail floor joist

$5.$ maximum shear force and bending moment from dead load on a fully$-$loaded roof joist

$6.$maximum shear force and bending moment from dead load on a fully$-$loaded office floor girder

$7.$ maximum shear force and bending moment from dead load on a fully$-$loaded retail floor gider

$8.$ maximum shear force and bending moment from dead load on a fully$-$loaded roof girder

$9.$ maximum axial force from dead load acting on typical fully$-$loaded column $($e$.$g$.,$ column B$2)$ at the

bottom storey

$10.$ maximum axial force from dead load acting on a column in a braced frame in the E$-$W direction at

the bottom storey

$11.$ maximum axial force from dead load acting on a column in a braced frame in the N$-$S direction at

the bottom storey.

Where appropriate, assume the following:

$0\mathrm{.}7$ kPa for the self$-$weight structural framing

typical sprayed fire$-$proofing

typical suspended ceiling system$=0\mathrm{.}20$ kPa

typical allowance for mechanical and electrical utilities$=0\mathrm{.}25$ kPa

a traditional green roof system weighing up to $2\mathrm{.}5$ kPa

minimum partition design loads$=1\mathrm{.}0$kPa