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Design Considerations (DES)
Categories
DES140
DES330
DES412-1
DES140 – Structural Condition Assessment of in-Service Wood
Mention was made that Douglas-Fir has poor penetration of preservatives. What can be done to increase the penetration of preservative treatments in the wood?
What is the best way to deal with the exposed ends of unpreserved wood when pressure treated wood is cut?
DES330 – Design of Connections for Wood Members using the NDS and TR12
Do the yield mode equations still apply if one of the members being connected is a material other than wood?
Which member is the main member in a double-shear connection?
Which member is the main member in a single-shear connection?
Where can I find AWC’s Connection Calculator?
Does Technical Report 12 - General Dowel Equations for Calculating Lateral Connection Values assume the connector does not deform in the gap?
DES412-1 – Seismic-Resistive Design of Wood Buildings
Can proprietary connectors be used to meet the hold down and anchorage requirements in SDPWS
Does the 3x member framing requirement apply to shear walls designed only for wind?
Are shear wall capacities available or calculable for use with collated (nail gun) nails?
Can you provide clarification for how to interpret Table 4.2A?
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