FLOOR PLANB

SOUTH ELEVATION

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:

uniform design dead load on the roof

uniform design dead load for a typical interior floor

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

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

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

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

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

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

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

bottom storey

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

the bottom storey

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

typical allowance for mechanical and electrical utilities

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

minimum partition design loads

Your supervisor determined that the floor system for all four framing configurations should be a $38$ mm

steel deck with $125$ mm normal density concrete cover slab, and the roofing system with be $38$ mm

bare steel deck. The architect specified a vynil floor finishing, but the client noted they may wish to

lay carpet down over top of the vynil in some areas.