Capacity Check for existing concrete slab on metal deck

[constructibility]

I have a task to verify capacity of existing concrete slab on metal q-deck. The q-deck is specified as Robertson Irwin Q Deck Series UKX 12-12.
Can anybody please help me to find the properties of the above q-deck?

 

[mudflaps]

Robertson UKX 12-12 cellular steel deck, 1.5" deep sec 21 deck with a bottom plate welded on, 12ga corrugations with 12ga bottom plate. Does that sound like what you have? I=1.373, s=1.353, allowable end reaction = 8600#. Should be able to get this data from Robertson's site, if they are still in business.

Old CA SE