$2.$a$.$ Using ASCE$7-16$ values from Table C$3\mathrm{.}1-1$a$,$ find the Dead Load $($in plf$)$ for a $8"$ LW CMU wall, $10\text{'}-0"$ high, reinforced with #$5$ @ $4\text{'}-0"$ o$.$c$.$ in grouted cells and a fully grouted bond beam for the top course.

$2.$b$.$ Using the attached data sheet for CMU weight, attached NCMA TEK note $14-1$B for cell dimensions, a grout weight of $142pcf,$ and a mortar weight of $130pcf,$ find the Dead Load $($in plf$)$ for the same wall described in $2.$a above.

ABSORPTION AND DENSITY RESULTS

$\backslash$table$[[\backslash$table$[[$Sample$],[$No$.]],\backslash$table$[[$Width$],[($in$)]],\backslash$table$[[$Height$],[($in$,]],\backslash$table$[[$Length$],[($in$.)]],\backslash$table$[[$Absarption$],[($pch$)]],\backslash$table$[[$Absorption$],[\%$