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With gray primer standard lengths iapmo ues er-

PLN3™-32/HSN3™-32 ROOF DECKS GRADE 50 STEEL

Section Properties

Allowable Reactions at Supports Based on Web Crippling, Rn/Ω (lb/ft)

Optional Features
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white or gray primer optional -Short cuts < 6’-0”

Deck Spans Criteria 4'-0" 6'-0" 8'-0" 9'-0"
Gage 10'-0" 11'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20’-0"
Single Wn / Ω 440 196 110 87 70 58 49 36 28 22 18
L/240 --- --- 92 65 47 36 27 17 12 8 6
22 Double Wn / Ω 445 211 122 97 79 66 55 41 31 25 20
L/240 --- --- --- --- --- --- --- --- 30 21 15
Triple Wn / Ω 531 258 150 120 98 81 69
L/240 --- --- --- --- 97 73 56

35

Single Wn / Ω 564 251 141 111 90 75 63 46 35 28 23
L/240 --- --- 114 80 58 44 34 21 14 10 7
20 Double Wn / Ω 587 272 155 123 100 83 70 51 39 31 25
L/240 --- --- --- --- --- --- --- --- 37 26 19
Triple Wn / Ω 711 335 193 153 125 103 87

64

L/240 --- --- --- --- 118 89 68
Single Wn / Ω 837 372 209 165 134 111 93 68 52 41 33
L/240 --- --- 157 111 81 61 47 29 20 14 10
18 Double Wn / Ω 855 391 222 176 143 118 99 73 56 44 36
L/240 --- --- --- --- --- --- --- --- 49 34 25
Triple Wn / Ω 1047 484 276 219 178 147 124
L/240 --- --- --- 216 158 118 91
Single Wn / Ω 1101 490 275 218 176 146 122 90 69 54 44
L/240 --- 476 201 141 103 77 60 38 25 18 13
16 Double Wn / Ω 1108 505 287 227 185 153 128 95 72 57 46
L/240 --- --- --- --- --- --- --- 91 61 43 31
Triple Wn / Ω 1357 626 357 283 230 190 160
L/240 --- --- --- 269 196 148 114

72

Notes:
1.Table does not account for web crippling. Required bearing should be determined based on specific span conditions.

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