Table of Contents(Page DL-10)

Double-LokŪ ENGINEERING

Double-LokŪ PANEL
12" Coverage

ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT

24 Gauge (Fy = 50 KSI)

SPAN

 LOAD

SPAN IN FEET
TYPE TYPE

3.0

3.5

4.0

4.5

5.0

5.5

6.0

SINGLE

 POSITIVE WIND LOAD 306 225 172 136 110 91 76
LIVE LOAD/DEFLECTION 230 169 129 102 83 68 53

2 SPAN

 POSITIVE WIND LOAD 285 209 160 127 103 85 71
LIVE LOAD/DEFLECTION 214 157 120 95 77 64 54

3 OR
MORE

 POSITIVE WIND LOAD 356 262 200 158 128 106 89
LIVE LOAD/DEFLECTION 268 197 151 119 96 78 60

22 Gauge (Fy = 50 KSI)

SPAN

 LOAD

SPAN IN FEET
TYPE TYPE

3.0

3.5

4.0

4.5

5.0

5.5

6.0

SINGLE

 POSITIVE WIND LOAD 418 307 235 186 151 125 105
LIVE LOAD/DEFLECTION 315 231 177 140 113 92 71

2 SPAN

 POSITIVE WIND LOAD 398 292 224 177 143 118 99
LIVE LOAD/DEFLECTION 299 220 168 133 108 89 75

3 OR
MORE

 POSITIVE WIND LOAD 497 365 280 221 179 148 124
LIVE LOAD/DEFLECTION 374 275 210 166 135 106 82

NOTES

  1. Allowable loads are based on uniform span lengths and Fy of 50 KSI.
  2. Live load is allowable live load.
  3. Wind load is allowable wind load and has been increased by 33 1/3%.
  4. Deflection loads are limited by a maximum deflection ratio of L/240 of span or maximum bending stress from live load.
  5. Weight of the panel has not been deducted from allowable loads.
  6. Load table values do not include web crippling requirements.
  7. Contact ASBC for wind uplift values.

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