NEGATIVE BENDING | POSITIVE BENDING | |||||||
Panel Gauge |
FY (KSI) |
WEIGHT (PSF) |
Ixe (IN.4/FT.) |
Sxe (IN.3/FT.) |
Maxo (KIP-IN.) |
Ixe (IN.4/FT.) |
Sxe (IN.3/FT.) |
Maxo (KIP-IN.) |
24 | 50 | 1.23 | 0.1350 | 0.0951 | 2.8477 | 0.2798 | 0.1153 | 3.4524 |
22 | 50 | 1.56 | 0.1837 | 0.1332 | 3.9877 | 0.39877 | 0.1504 | 4.5020 |
Ultra-Dek - Section Properties -18" Coverage
NEGATIVE BENDING | POSITIVE BENDING | |||||||
Panel Gauge |
FY (KSI) |
WEIGHT (PSF) |
Ixe (IN.4/FT.) |
Sxe (IN.3/FT.) |
Maxo (KIP-IN.) |
Ixe (IN.4/FT.) |
Sxe (IN.3/FT.) |
Maxo (KIP-IN.) |
24 | 50 | 1.32 | 0.1804 | 0.1274 | 3.8134 | 0.3366 | 0.1477 | 4.4260 |
22 | 50 | 1.66 | 0.2444 | 0.1780 | 5.3298 | 0.4359 | 0.1915 | 5.7339 |
NEGATIVE BENDING | POSITIVE BENDING | |||||||
Panel Gauge |
FY (KSI) |
WEIGHT (PSF) |
Ixe (IN.4/FT.) |
Sxe (IN.3/FT.) |
Maxo (KIP-IN.) |
Ixe (IN.4/FT.) |
Sxe (IN.3/FT.) |
Maxo (KIP-IN.) |
24 | 50 | 1.48 | 0.2330 | 0.1540 | 4.6122 | 0.4258 | 0.2070 | 6.1988 |
22 | 50 | 1.86 | 0.3256 | 0.2238 | 6.7018 | 0.5507 | 0.2682 | 8.0305 |
24 Gauge (Fy = 50 Ksi) | ||||||||
SPAN TYPE | LOAD TYPE | SPAN IN FEET | ||||||
2.5 | 3.0 | 3.5 | 4.0 | 4.5 | 5.0 | 5.5 | ||
SINGlE | LIVE LOAD | 204.0 | 170.0 | 145.7 | 127.5 | 113.3 | 92.1 | 76.1 |
2-SPAN | LIVE LOAD | 204.0 | 170.0 | 145.7 | 118.7 | 93.8 | 75.9 | 62.8 |
3-SPAN | LIVE LOAD | 204.0 | 170.0 | 145.7 | 127.5 | 113.3 | 94.9 | 78.4 |
4-SPAN | LIVE LOAD | 204.0 | 170.0 | 145.7 | 127.5 | 109.4 | 88.6 | 73.2 |
22 Gauge (Fy = 50 Ksi) | ||||||||
SPAN TYPE | LOAD TYPE | SPAN IN FEET | ||||||
2.5 | 3.0 | 3.5 | 4.0 | 4.5 | 5.0 | 5.5 | ||
SINGlE | LIVE LOAD | 296.9 | 247.5 | 212.1 | 185.6 | 148.2 | 120.1 | 99.2 |
2-SPAN | LIVE LOAD | 296.9 | 247.5 | 212.1 | 166.2 | 131.3 | 106.3 | 87.9 |
3-SPAN | LIVE LOAD | 296.9 | 247.5 | 212.1 | 185.6 | 164.1 | 132.9 | 109.9 |
4-SPAN | LIVE LOAD | 296.9 | 247.5 | 212.1 | 185.6 | 152.3 | 124.1 | 102.6 |
The engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of Cold-Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for coldformed steel components. Along with the Specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If further information or guidance regarding cold-formed design practices is desired. Please contact the manufacturer.
EFFECTIVE NOVEMBER 3, 2004
SUBJECT TO CHANGE WITHOUT NOTICE
Ultra-Dek® is a registered trademark of NCI Group, Inc.
Galvalume Plus® is a registered trademark of BIEC International, Inc.
Signature® is a registered trademark of the NCI Group Inc.