CN-EIT
Structural
- Feb 10, 2020
- 31
Just putting out some feelers if anyone could provide an explanation for a discrepancy I am seeing in the new vulcraft steel deck guide (online pdf) vs an older 2008 hard copy we have in the office. Its pretty common throughout the decks but a specific example would be looking at a 2VLI20 Composite Deck w/ 2" normal weight top (4" total thickness) spanning 10'-0". Published superimposed allowable loads for this configuration follow:
1) 2008 Vulcraft Steel Roof & Floor Deck Hard Copy Manual: 96psf
2) Latest web based edition of the aforementioned literature: 190psf
3) ESR-1227 subject to renewal December 2020: 142psf
I reached out to Vulcraft and was told to use their online deck calculation tool. They also mentioned that it has to do with the current SDI & AISI standards as well as their "coil/deck properties". Comparing the 2008 literature to the most recent, the deck properties remained relatively constant with the only notable change being a lower section modulus for the steel deck itself in the most recent literature compared to the 2008. Anyone have any insights here?
1) 2008 Vulcraft Steel Roof & Floor Deck Hard Copy Manual: 96psf
2) Latest web based edition of the aforementioned literature: 190psf
3) ESR-1227 subject to renewal December 2020: 142psf
I reached out to Vulcraft and was told to use their online deck calculation tool. They also mentioned that it has to do with the current SDI & AISI standards as well as their "coil/deck properties". Comparing the 2008 literature to the most recent, the deck properties remained relatively constant with the only notable change being a lower section modulus for the steel deck itself in the most recent literature compared to the 2008. Anyone have any insights here?