The manufacturer (supplier) is vague at best. They supplied two test results as proof of diaphragm capacity - no load tables, no deflection coefficients, and no connection details, (other than the test setup). Further, their literature refers to expansion joints in the system for lengths >...
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...