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  Boise Cascade Engineered Wood Products   Western Engineered Wood Products Specifier Guide  

BCI 600 Series Floor PLF Table

   

Western Engineered Wood Products Specifier Guide

100%
Western EWP Specifier Guide - BCI 600 Series Joist - 2 5/16" Flange Width

  Allowable Uniform Floor Load
In pounds per lineal foot (PLF)
11 7/8" BCI 600 14" BCI 600 16" BCI 600 18" BCI 600 20" BCI 600
Span
(ft.)		 Live
Load		 Total
Load		 Live
Load		 Total
Load		 Live
Load		 Total
Load		 Live
Load		 Total
Load		 Live
Load		 Total
Load

6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36

-
-
-
-
-
-
-
-
-
111
92
78
66
57
49
43
37
33
29
26
23
20
18
16
15
13
12
11
10
9
8

293
251
220
195
176
160
146
135
125
117
110
103
97
92
88
83
75
66
58
52
46
41
37
33
30
27
25
23
21
19
17

_
-
-
-
-
-
-
-
-
-
-
-
95
82
71
61
54
47
42
37
33
30
27
24
22
20
18
16
15
14
12

306
262
230
204
184
167
153
141
131
122
115
108
102
96
92
87
83
80
76
73
67
60
54
48
44
40
36
33
30
28
25

-
-
-
-
-
-
-
-
-
-
-
-
-
-
94
82
72
64
56
50
45
40
36
32
29
27
24
22
20
19
17

320
274
240
213
192
174
160
147
137
128
120
112
106
101
96
91
87
83
80
76
73
71
68
65
59
54
49
45
41
38
35

-
-
-
-
-
-
-
-
-
-
-
189
162
140
121
106
93
82
73
65
58
52
47
42
38
35
32
29
26
24
22

580
497
435
386
348
316
290
267
248
232
217
204
193
174
157
142
130
118
109
100
93
86
80
74
69
65
61
57
53
49
45

-
-
-
-
-
-
-
-
-
-
-
-
-
174
152
133
116
103
91
81
73
65
59
53
48
44
40
37
33
31
28

600
514
450
400
360
327
300
276
257
240
225
211
200
189
177
160
146
134
123
113
104
97
90
84
78
73
69
65
61
57
54

FLOOR SPAN TABLE NOTES

  • Live load values are based on deflection of L/480. To calculate deflection limits of L/360 and L/960, multiply the live load by 1.33 and .50 respectively.
  • Total load limits joist deflection to L/240.
  • Load capacity assumes the absence of composite action from sheathing. (Nailed only, no glue).
  • Values represent the most restrictive of simple or multiple-span applications
  • To size a joist for use in a floor, check on live load and total load. Where live load is not shown, size according to total load.
  • For assistance with floor design, consult the section entitled About Floor Performance.
  • Span tables are based on shear values for minimum bearing lengths without web stiffeners for BCI depths of 16 inch and less. See BC Calc software for higher shear values using web stiffeners or wider bearing lengths.



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