Question: Load combination: D + Lr ( ASD ) 1 . 2 D + 1 . 6 Lr ( LRFD ) Span: L = 1 0

Load combination: D + Lr (ASD)
1.2D +1.6Lr (LRFD)
Span: L =10 ft
Member size: 4 X 10
Stress grade and species: Sel. Str. Hem-Fir
Unbraced length: lu =0
Moisture content: MC >19 percent
Deflection limit: Allow. Lr = L/360
Allow. (D + Lr)= L/240
Load combination: D + Lr ( ASD ) 1 . 2 D + 1 . 6

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