ryanfire
Structural
- Aug 29, 2011
- 5
Hi guys,
I'm doing a bit of research on the new NFPA 557 standard for the determination of fire loads in compartments, which is draft and available next year.
I evaluated five compartments types for a range of occupancies and have found that the design fire load density outputted from NFPA 557 formula can often be up to 5 times the average compartmental fire load density? Can anyone help me as it seems exceptionally high?!
Would appreciate any help!
I'm doing a bit of research on the new NFPA 557 standard for the determination of fire loads in compartments, which is draft and available next year.
I evaluated five compartments types for a range of occupancies and have found that the design fire load density outputted from NFPA 557 formula can often be up to 5 times the average compartmental fire load density? Can anyone help me as it seems exceptionally high?!
Would appreciate any help!