BJenkinsJEI
Structural
Has anyone used this product as a structural diaphragm? The data available seems to be limited to two test results and does not contain the typical span/shear charts versus connection schedules that I am accustom to seeing. The architect is proposing to use this deck as a single element diaphragm, as opposed to using a structural steel deck under the nail-able deck. I'm being asked to render an opinion. Any thoughts/comments are greatly appreciated!