Section A $-$ A

What size $2"$ joists are required?

Is a nominal $2"$ plank acceptable?

Select a suitable $W$ shape beam for this arrangement.

What is the most economical size pipe column?

What is the platform's maximum deflection if $E=1\mathrm{.}7{10}^6?$ Is it less than $\frac{1}{360}$ of the span? $($Be sure to check girders, joist, and planks$)$

What is the total loading $($TL$)$ at each footing?

What other systems$/$components should be included in the design and construction of this platform? What are the most critical considerations?

Answer question $5-7$