$($please find the final answers with clear calculations$)$Fig$.2$ Plan & elevation views of the industrial building.

Requirements:

a$)$ Determine the uniformly distributed dead loads $(k\frac{N}{m})$ on roof purlin P$1,$ floor

joist J $1,$ roof girders $B1$&$B2,$ and floor girders B$3$ & B$4.$ Also, determine the

concentrated dead loads $(kN)$ on columns C $1$ and C $2$ at the ground level. Assume

all roof purlins and floor joists are simply supported.

b$)$ Using Australian Standards AS$1170\mathrm{.}1,$ determine the uniformly distributed live

loads on girders B$1,$ B$4$ and columns C$1$ & C$2.$ Only consider the uniformly

distributed actions and ignore the concentrated actions for live loads.Consider the $2-$story industrial building shown in Fig. $2$ with the structural elements' details of the

warehouse industrial building are provided below.

Structural Elements:

a$-$ Roof:

Roof Sheeting: Lysaght SPANDEK

Purlin: Z$15015$ with spacing $=1\mathrm{.}50m$

Ceiling: $10$ mm plasterboard

Insulation: Cellulose insulation

Roof Beams: $310$UB$32\mathrm{.}0$

b$-$ Floor:

Purpose of Floor: Mobile Stacking

Flooring material: Steel grating

Floor Joist: $200$UB$29\mathrm{.}8$ with spacing $=1\mathrm{.}50m$

Floor Beams: $460$UB$82\mathrm{.}1$

c$-$ Columns:

Columns: $310$ UC$158$

Supports: Pinned at their base.

d$-$ Any missing data could be reasonably assumed.