Boiler106
Structural
- May 9, 2014
- 211
Im redoing our slab on metal deck opening typical details and looking at maximum opening sizes without reinforcing (in the US).
Most drawings from other firms call for either 6" or 10" max diameter openings without reinforcing.
Is there a reference or methodology for selecting these sizes? Perhaps, its rule of thumb? Does SDI have something?
For reference, most of these decks are 2" composite with 3 1/4" LWC topping or 4 1/2" NWC topping.
Most drawings from other firms call for either 6" or 10" max diameter openings without reinforcing.
Is there a reference or methodology for selecting these sizes? Perhaps, its rule of thumb? Does SDI have something?
For reference, most of these decks are 2" composite with 3 1/4" LWC topping or 4 1/2" NWC topping.