Total Floor Load$=95$ P$.$S$.$F

Exterior Walls$=150$ #$/$FT$.$

For B$1($Reaction $A$ is the lesser reaction if A and $B$ or nol equal$)$

$W_{\text{f}\text{l}\text{o}\text{o}\text{r}}=$

B$1$ load due to floor load $($lower case w$)$

$W_{\text{p}\text{e}\text{r}\text{i}\text{m}\text{e}\text{t}\text{e}\text{r}}=$

B$1$ load due to perimeter load

$($lower case w$)$

B$1$ spacing for floor load

$B1W_{\text{t}\text{o}\text{t}\text{a}\text{l}}=$

$($Upper case W$)$

Bi $V_{\text{m}\text{a}\text{x}}=$

B$1M_{\text{m}\text{a}\text{x}}=$

B$1$ Length$=$