with a minimum bearing length of 0.49 in. required at each end of the member.
Property
Value
Species
Spruce-Pine-Fir
Grade
No. 2
Size
2x6
Modulus of Elasticity (E)
1400000 psi
Bending Strength (Fb)
1308.12 psi
Bearing Strength (Fcp)
425 psi
Shear Strength (Fv)
135 psi
While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Forest & Paper Association nor its members assume any responsibility for any particular design prepared from this on-line Span Calculator. Those using this on-line Span Calculator assume all liability from its use.