jmfick
Structural
- Apr 14, 2009
- 20
I'm involved in a re-roofing project and need to check roof structure capacities for increase in gravity weight (due to insulation) and diaphragm shear, per IBC. For two of the handful of roofs I inspected, of which record drawings are not available, I was able to field measure the general deck geometry - see attached sketch. Does anyone have information/knowledge or published load tables/product data for the indicated deck types?
The first deck has 1.5" deep x 1.25" wide triangular ribs spaced 6" on center. The individual sheet width is about 18" wide and sheets nest into each other.
The second deck is a long-span deck, with 4.5" deep x 3" wide inverted 'T' ribs spaced every 12" on center. The deck spans 16' between beams/girders. Ceiling tiles are laid between the ribs. There is also an embossed 'x' pattern in the deck sheet between ribs.
Thanks!
Jeff
The first deck has 1.5" deep x 1.25" wide triangular ribs spaced 6" on center. The individual sheet width is about 18" wide and sheets nest into each other.
The second deck is a long-span deck, with 4.5" deep x 3" wide inverted 'T' ribs spaced every 12" on center. The deck spans 16' between beams/girders. Ceiling tiles are laid between the ribs. There is also an embossed 'x' pattern in the deck sheet between ribs.
Thanks!
Jeff