b$)$ Part$1)$ Forms are being designed for a $10$ ft high concrete column $(2222$ in$)$ to be poured at rate of $4f\frac{t}{h},$ at a temperature of $95$ F $,$ the concrete mix will be type I cement without any additives or retarders and is estimated to have a $150I\frac{b}{c}$uft, use $4$ x $8$ sheet of lin thick class $1$ ply form with face grain parallel

to studs, studs and double wales will be $3$x$8$ in lumber. Snap ties are $4000$ Ib capacity with $1\mathrm{.}5$ in wide wedges bearing on wales. Deflection most not exceed L$/360.$

$Fb=2000I\frac{b}{s}q$ in $,Fv=150I\frac{b}{s}q$ in $,Fc=550I\frac{b}{s}q$ in $,E=1\mathrm{.}7x{10}^{{?}^{?}}6I\frac{b}{s}q$ in Note $($round the value of P $($pressure$)$ to highest $50I\frac{b}{s}$qin $).$

Part $2)$ determine the maximum spacing of nominal $26$ in lateral breaches for the column in part $1.$

$Fc=850I\frac{b}{s}q$ in $,Ft=725I\frac{b}{s}q$