Question: Determine the ASD reference and adjusted design values for the following members and loading conditions. All members are No . 2 Hem - Fir and

Determine the ASD reference and adjusted design values for the following members and loading conditions. All members are No.2 Hem -Fir and are fully braced to prevent lateral-torsional buckling. Bending occurs about the strong axis.
Roof joists are 210 at 16 in. o.c. which directly support the roof sheathing. Loads are (D+S).Cr=1.15,CF=1.1
Use the NDS manuel to solve
Determine the ASD reference and adjusted design

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