$5.$ High Lift Construction Co$.$ has determined that the heaviest load to be lifted on a project they anticipate bidding weighs $13,500$ lb$.$ From the proposed tower crane location on the building site, the required reach for this lift will be $150$ ft$.$ The crane will be equipped with a L$5$ jib and a two$-$part hoist line $($see the Table $17\mathrm{.}3$ load chart$).$ This critical lift is of a piece of limestone facing and will require a $2,100-$lb spreader bar attached to a $400-$lb set of slings. If assembled in the proposed configuration, can the crane safely make the pick?