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Calculation: |
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Designer/Checker: |
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Input: |
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(Note: All input Metric units are converted to English units
for the equations below and then the output English units are converted back to
Metric) |
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AWC 2012 NDS For Wood Construction 3.4-6 & 3.4-7, Notched Bending Members
Shear: |
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The following is for calculating shear strength of a connection member for rectangular
shaped members. |
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Reference design value for shear (Fv - psi or kPa) |
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Cross section width of member (b - in or mm) |
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Depth of bending member (d - in or mm) |
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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 - in or mm) |
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Load duration factor (Cd - for ASD only) |
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Wet service factor (Cm) |
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Temperature factor (Ct) |
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Incising factor (Ci) |
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Time effect factor (TEF - for LRFD only) |
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Output: |
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Shear strength, V = |
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