Calculate Connection Member Shear Strength

AWC 2012 NDS For Wood Construction 3.4-6 & 3.4-7, Notched Bending Members Shear

Reference design value for shear (Fv)

Cross section width of member (b)

Depth of bending member (d)

Depth of member, less the distance from the unloaded edge to the edge of the nearest split ring, shear plate connector, bolt or lag screw (de)

Load duration factor (Cd)

Wet service factor (Cm)

Temperature factor (Ct)

Incising factor (Ci)

Time effect factor (TEF)

CALCULATERESET

Result

Shear strength, V(ASD)(>=5d)

lbs

Shear strength, V(LRFD)(>=5d)

lbs

Shear strength, V(ASD)(<5d)

lbs

Shear strength, V(LRFD)(<5d)

lbs

Fv - Reference design value for shear
b - Cross section width of member
d - Depth of bending member
de - Depth of member, less the distance from the unloaded edge to the edge of the nearest split ring, shear plate connector, bolt or lag screw
Cd - Load duration factor
Cm - Wet service factor
Ct - Temperature factor
Ci - Incising factor
TEF - Time effect factor
V(ASD)(>=5d) - Shear strength
V(LRFD)(>=5d) - Shear strength
V(ASD)(<5d) - Shear strength
V(LRFD)(<5d) - Shear strength