Using the concrete planning data below determine the answers to the following selection decisions:

Concrete lateral pressure, psf

Maximum stud spacing, inches

Maximum wale spacing, inches

$I=\mathrm{.}199$

$ks=\mathrm{.}455$

$\frac{Lb}{q}=7\mathrm{.}187$

Wale size $($based on double wales$)$

Maximum tie spacing, inches

Planning data:

Wall form height of ${16}^{\text{'}}-0^{\text{'}\text{'}}$

Concrete rate of placement of $3$ feet per hour Cement Type $1,$ no admixtures or pozzolans

Concrete temperature of $50$ deg F

Concrete slump of $4^{\text{'}\text{'}}$

$L=3\mathrm{.}16\frac{\sqrt[\phantom{2}]{F\text{'}bks}}{W}$

$L=0\mathrm{.}738\frac{\sqrt[3]{E^{\text{'}}}\text{I}}{}$

$L=1\mathrm{.}735\frac{\sqrt[4]{E\text{'}I}}{}$

$L_c=\frac{F^{\text{'}}rs(\frac{lb}{Q})}{\mathrm{.}06w}$

Form construction on$-$site for one time use of forms

Form sheathing $\frac{3}{4^{\text{'}\text{'}}}$ thick plyform, installed in $4^{\text{'}}$ by $8^{\text{'}}$ sheets

Framing lumber No$.2$ Douglas Fir Larch with $2\text{'}$ by $4"$ studs $545$

Coil ties rated at $4500$ pounds

Table $4\mathrm{.}14$: Plyform $($used wet$)$ reference and adjusted design values for Class I and Structural I

$\backslash$table$[[$Bending$,$Value $F_b^{\text{'}}=,$Reference design value used wet, psi,$\backslash$table$[[$Concrete setting factor $C_s=C_e{C}_D$ Experience factor$],[$Duration factor$]],\backslash$table$[[$Adjusted design value for $C_D=1\mathrm{.}0,C_D=1\mathrm{.}25,$