Specifications . .,Roof.LoActrra,b
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Allowable Uniform Roof Load
(in pounds per lineal foot [PLFI)
•
.. ... .. . ... . .. .
115% and 125% Load Duration
Use of these tables should be limited to roof slopes of 31/2"per foot or lesso,,.5ko‘..W
For steeper slopes, see pages 24-27. ::.::,!•774„,.,t.g.::.
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Length :4-.:-.',:'11d6t.;;:;::'•.:1.7:c42$5,to.,.:.44 -':,:. '.:1Y2.14.0;W: 115% .. . 125% -{••• ti240::,: .--.::;5.7.11i$VtagtVitf'•:
MR61,,•.:::-..4i$1.15 -4 •-. ..'•:;;.:•$.44.::: ..;:s41.'4;,:‘:::.;!Ps. X;f7.:).,. 338-• 1 •367 .I.:: - s 130a::'4--rill itifil;:...•':' '
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• Tables are intended to be used for preliminary sizing of roof • Table values apply to either simple or multiglit Ira joists. Spacis measured centsr,..-'!:.
members only and not for final sizing. Tables are based on a to center of the minimum required bearing . Analyze multiple span joists viiC
uniformly loaded roof due to roof live or snow loads and dead the BC CAW.software if the length of any span is less than half the length of an
load. Wind loading,unbalanced snow loading,snow drifting, adjacent span. '• •:::Z.:Z-;
*sliding and surcharge;and roof-top mechancal units are NOT ,..
considered in the tables. The determination of such roof design • Slope reef joists at least Vinch over 12 inches to minimble pending.
loads Is the responsibillity of the project's design professional of
record.
• Table values assume minimum bearing lengths without web stiffeners for joist dptils.,C
of 16 inches and less.18 and 20 inch joists require web stiffeners.
• Total Load values are limited by shear,moment,or deflection equal to L/180.
,t 4
This table was designed to apply Ma broad range of applications. It may
• Deflection values(Deflect)are limited by live load deflection equal to L/240. Chez* bed the limitations of this table by analyzing a specific application with the
the local building code for other deflection limits that may apply. BC CALC°software.
• Both the Total Load and Deflection columns must be checked. Where a Deflection • Allowable spans and loads shall be adjusted and checked for wind load as required by ':-•;:.0
value is not shown,the Total Load value will control,
local building code.
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Cc mrnercia!Gukie
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•
Allowable Uniform Floor Load
(in pounds per lineal foot [PLFJ)
100% Load Duration
Bbl®'5000 1�� Series , BCI® 6000 'f.7 Series r
, ' 2":Flange vidth 2$/16" Flange Width
9%x" 117/e": . -..,.4..:...'“-._.:,",-
,. . 9%2" 11/" 14" 16"
3d® BCI® BC1� BCI® BCI® BCI® BCI®
'5000;17 50001.7 . 500017 60001.7 60001.7 60001.7 60001.7
Span Live ` Tota] LiveTotal Live Total Live Tota! Live Total Live Total Live Total
Length .l=aid Laid Load Load Load , Load: Load Load; Load Load Load Load Load
Laad
300 313;= - 320 - 333 - 346 - - ` 353
7 -240 - 257 268 - 274 - 285 - 297 - 302
8 210 - � 225 235 - 240 - 250 - 260 - 265
9 186 ° : 200 208 - 213. - 222 - 231 - 235
1 Q 151. r16a. �. 180.:. ?88 167 192 - 200 - 208 - 212
11 `'117 a:15 163 170 129 174 - 181 - 189 - 192
12 991 ;135 yr 146- 15Q''.. 156 102 159, 165 166 - 173 - 176
13 73 f1 117 138 . '< '1j4� 81 ' 135 y 132 = 153 - 160 - 163
14 5Q _100,. 95 . 128 ' " ' ' 134 66 116 108 142 - 148 - 151
Y
-_, 15 48 87 78 • cy--,..,,,,,,,
115 125 54 101 89 130 129 138 - 141
16 40 76 ' • 65 98 96 ; 6 45' 89 74 114 108 130 132
17 56 87 $0 103 63 101 91 120 121 124
18 5 47` 77` 6$ 92; 53 90 77 107 103 117
1940 69: 68 82 45 81 66 96 89 110
20 50 .' 74
i 5754 8778 7767 999Q
21 ` 44 67: ..,;:
22 43 71 58 82
• Total Load values are limited by shear,moment,or deflection equal to • Table values do not consider composite action from gluing and nailing
L/240. floor sheathing(composite action is considered in floor span tables on
page 4-t3).
Ari v4L-' us 6 o 14 '7v -
-• Live Load values are limited by deflection equal to U480. For deflection
limits of L/360 and 0960,multiply the Live Load values by 1.33 and 0.50 • Total Load values assume minimum bearing lengths without web
respectively. stiffeners for joist depths of 16 inches and less. 18 and 20 inch joists
require web stiffeners.
•
Both theTotal Load and Live Load columns must be checked. Where a
Live Load value is not shown,the Total Load value will control. • This table was designed to apply to a broad range of applications. It
may be possible to exceed the limitations of this table by analyzing a
specific application with the BC CALL®software.
• Table values apply to either simple or multiple span joists. Span is
measured center to center of the minimum required bearing length.gth
Analyze multiple span joists with the BC CALC®software if the lenof
any span is less than half the length of an adjacent span. _
Commercial Guide 3"') r-� ..-% 04/01,10{18
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_oration Sheet r2-E- , P.- 14-- of 14--
:ethnical Representative
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By 1'1 tn Dote "3/1 7 i i4-