Table of Contents(Page DL-8)

Double-LokŪ ENGINEERING

Double-LokŪ PANEL
18" 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 362 266 204 161 130 108 91
LIVE LOAD/DEFLECTION 272 200 153 121 98 81 68

2 SPAN

 POSITIVE WIND LOAD 191 140 107 85 69 57 48
LIVE LOAD/DEFLECTION 143 105 81 64 52 43 36

3 OR
MORE

 POSITIVE WIND LOAD 238 175 134 106 86 71 60
LIVE LOAD/DEFLECTION 179 132 101 80 64 52 40

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 556 409 313 247 200 165 139
LIVE LOAD/DEFLECTION 418 307 235 186 151 124 96

2 SPAN

 POSITIVE WIND LOAD 267 196 150 119 96 79 67
LIVE LOAD/DEFLECTION 201 147 113 89 72 60 50

3 OR
MORE

 POSITIVE WIND LOAD 333 254 188 148 120 99 83
LIVE LOAD/DEFLECTION 251 184 141 111 90 71 55

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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