PART $1$

Select$/$design the ${20}^{\text{'}}-0^{\text{'}\text{'}}$ long center ridge beam in the Warehouse section of the building shown above. Select the shallowest $5-\frac{1}{8^{\text{'}\text{'}}}$ wide beam that will carry the indicated loads $($include self weight$).$

$$ w $($#$\text{'})$

$$ Mmax

$q,$ Vmax

$q,$

$$

S req'd

Initial Size Selection

$$ S actual

$$ fv for initial size

$$ allowable deflection

$$ actual deflection

$$ final beam selection

PART $2$

Calculate the distributed load per lineal foot on top of the wall that separates the Warehouse from the Office. Note that the snow load on the Office roof is adjusted upward to account for sliding accumulations from the Warehouse roof.

$\backslash$table$[[$ITEM$,$DEAD LOADS,LIVE LOADS$],[,,],[,],[,],[,],[$Total$,]]$