Plywood diaphragm legth for nailing requirements
Plywood diaphragm legth for nailing requirements
(OP)
Thank you in advance for the wisdom. If you have a 6/12 wood truss spanning the N-S direction, would you use the flat horizontal dimension from end to end or the 6/12 top chord horizontal lengths to calculate the required nailing for the diaphragm shear force for the length available to resist the load?






RE: Plywood diaphragm legth for nailing requirements
DaveAtkins