For the following problems, find adjusted design values and strength capacities.

Assume moisture content $19\%,$ normal temperature and no incision application. Use

of solution tables are encouraged, however the solution must be handwritten for full

credit. All applicable load cases must be checked to determine the time effect factor, $.$

Indicate all assumptions.

Find adjusted design values and strength capacities for $28$ Southern Pine No$.2$

roof rafters at ${24}^{\text{'}\text{'}}$ o$.$c$.$ Compute based on dead load is twice the roof live load.

Neglect the beam stability factor.

Please show all work and all steps the exam is in a week and we haven't even covered the material yet.