$2\mathrm{.}15$ Windward wall: $18\mathrm{.}11$ psf for $0z15ft$;$20\mathrm{.}88psf$ for

$z=30ft$; Leeward wall: $-12\mathrm{.}24$ psf

$($ Up the answers for the question can you show me the steps of how they got them, Please$)$

$2\mathrm{.}15$ Determine the external wind pressures on the windward

and leeward walls of the building of Problem $2\mathrm{.}14.$ See

Fig. P$2\mathrm{.}14.$

Plan