Section $2$: Wind Analysis

$[15$ Marks$]$

A building with a floor plan $520m$ is being planned for industrial building in a farmland area around Auckland, New Zealand. The client has instructed that the building have a design working life of $50$ years. The design wind speed is $46\mathrm{.}0\frac{m}{s}.$

Calculate the wind pressure acting on Lee wall $($L$)$ and Upwind roof $($U$).$

Note: No internal pressure.

$p=(0\mathrm{.}5{}_{\text{a}\text{i}\text{r}})[V_{\text{d}\text{e}\text{s}\text{,}e}{]}^2{C}_{\text{f}\text{i}\text{g}}{C}_{dyn}$

$C_{\text{t}\text{i}\text{g}e}=C_{p,c}{K}_2{K}_{c,c}{K}_{lon}{K}_p,$ for external pressures

Given Data:

$\backslash$table$[[$K$-1,0,$K$\_(1)-2,0,$K$\_($n$)-0\mathrm{.}9]]$