Two $(2)$ rectangular columns inside a two$-$story bldg$.$ with cross section shown below is sittirig on top of footing described in Prob. $1$ has $10\frac{O}{?}$ ties shown below and spaced $0\mathrm{.}10m$ O$.$C$.$ at confinements $(\frac{H}{4})$ and rest $0\mathrm{.}20m$ O$.$C$.$ Height of column from bottom of beam to top of footing is $4\mathrm{.}2m.$

Determine the quantity of:

f$.$ Cement $($bags$),$ gravel and sand $($m$3).$ Assume class $"$B$"$ mixture

g$.$ Quantity of longitudinal bars. $($Use $9m$ lengths$)$

h$.$ Length and quantity of lateral ties

i$.$ #$16$ tie wires

j$.y^{\text{'}\text{'}}$ Plywood, plain sheets and lumber $($bd$-$ft$)$ for formworks.

Assume $4x$ use of formworks