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Design Loads vs Typical Loading Conditions TF No. 1016
QUESTION
The Corps' guide spec for wood construction requires the drawings to indicate the design forces on each truss member for the worst loading condition. Loading conditions, of course, can include wind, snow build up, and unbalanced loading, to name a few. Many A/E firms submit drawings lacking these member forces, but instead show typical loading conditions. What does the wood truss fabricator want to see – truss diagrams with maximum loads on each member? Or would he prefer to design the truss from many required loading diagrams? Since I already paid my A/E for a design, how much does a truss manufacturer charge for this service?
This document is effective until December 31, 2025. After that date, this dated version of the document should not be relied upon. 
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