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Willamette StrucJoist SJ-32-42-55 StrucJoist SJ-32-42-55 - Page 34
2.0E StrucLam Roof 115%
Load Table Allowable uniform loads (In
pounds per lineal foot) |
| |
See Note 1. |
| Span(Ft.) |
One-1-3/4" x 7-1/4" |
One-1-3/4" x 9-1/4" |
One-1-3/4" x 9-1/2" |
One-1-3/4" x 11-1/4" |
One-1-3/4" x 11- 7/8" |
One-1-3/4" x 14" |
One-1-3/4" x 16" |
One-1-3/4" x 18" |
| L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
| 4 |
|
1463 |
|
2045 |
|
2127 |
|
2753 |
|
3006 |
|
4015 |
|
5244 |
|
6883 |
| 6 |
|
881 |
|
1187 |
|
1228 |
|
1530 |
|
1645 |
|
2072 |
|
2532 |
|
3059 |
| 8 |
459 |
579 |
|
836 |
|
863 |
|
1059 |
|
1132 |
|
1396 |
|
1669 |
|
1967 |
| 10 |
242 |
323 |
483 |
584 |
523 |
614 |
|
810 |
|
863 |
|
1053 |
|
1244 |
|
1449 |
| 12 |
142 |
190 |
287 |
382 |
311 |
415 |
503 |
585 |
586 |
647 |
|
845 |
|
992 |
|
1147 |
| 14 |
91 |
121 |
183 |
245 |
199 |
266 |
324 |
430 |
378 |
475 |
603 |
646 |
|
825 |
|
949 |
| 16 |
61 |
81 |
124 |
166 |
135 |
180 |
221 |
294 |
258 |
344 |
413 |
495 |
603 |
635 |
|
791 |
| 18 |
43 |
57 |
88 |
117 |
95 |
127 |
157 |
209 |
183 |
244 |
295 |
391 |
432 |
502 |
604 |
625 |
| 20 |
32 |
42 |
64 |
86 |
70 |
93 |
115 |
153 |
135 |
180 |
218 |
290 |
320 |
406 |
448 |
506 |
| 22 |
24 |
32 |
49 |
65 |
53 |
70 |
87 |
116 |
102 |
136 |
165 |
220 |
243 |
324 |
341 |
418 |
| 24 |
|
|
38 |
50 |
41 |
54 |
67 |
90 |
79 |
105 |
128 |
170 |
189 |
252 |
266 |
352 |
| 26 |
|
|
30 |
39 |
32 |
43 |
53 |
71 |
62 |
83 |
101 |
135 |
149 |
199 |
211 |
281 |
| 28 |
|
|
24 |
32 |
26 |
34 |
43 |
57 |
50 |
67 |
81 |
108 |
120 |
160 |
170 |
227 |
| 30 |
|
|
|
|
|
|
35 |
46 |
41 |
54 |
66 |
88 |
98 |
131 |
139 |
185 |
| 1.8E
StrucLam Roof 115% Load Tablee Allowable uniform loads (In pounds per lineal foot) |
| |
See Note 1. |
| Span(Ft.) |
One-1-3/4" x 7-1/4" |
One-1-3/4" x 9-1/4" |
One-1-3/4" x 9-1/2" |
One-1-3/4" x 11-1/4" |
One-1-3/4" x 11- 7/8" |
One-1-3/4" x 14" |
One-1-3/4" x 16" |
One-1-3/4" x 18" |
| L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
L/240 |
Total Load |
| 4 |
|
1463 |
|
2045 |
|
2127 |
|
2753 |
|
3006 |
|
4015 |
|
5244 |
|
6883 |
| 6 |
|
881 |
|
1187 |
|
1228 |
|
1530 |
|
1645 |
|
2072 |
|
2532 |
|
3059 |
| 8 |
415 |
511 |
|
805 |
|
846 |
|
1059 |
|
1132 |
|
1396 |
|
1669 |
|
1967 |
| 10 |
219 |
292 |
434 |
515 |
468 |
541 |
|
742 |
|
821 |
|
1053 |
|
1244 |
|
1449 |
| 12 |
129 |
172 |
258 |
344 |
278 |
371 |
453 |
515 |
525 |
570 |
|
775 |
|
992 |
|
1147 |
| 14 |
82 |
109 |
165 |
220 |
178 |
238 |
292 |
379 |
339 |
419 |
542 |
570 |
|
731 |
|
910 |
| 16 |
55 |
74 |
112 |
149 |
121 |
161 |
198 |
265 |
231 |
308 |
371 |
436 |
541 |
560 |
|
697 |
| 18 |
39 |
52 |
79 |
105 |
85 |
114 |
141 |
188 |
164 |
219 |
265 |
345 |
388 |
442 |
542 |
551 |
| 20 |
28 |
38 |
58 |
77 |
63 |
84 |
103 |
138 |
121 |
161 |
195 |
260 |
287 |
358 |
402 |
446 |
| 22 |
|
|
44 |
58 |
47 |
63 |
78 |
104 |
91 |
122 |
148 |
197 |
218 |
291 |
307 |
369 |
| 24 |
|
|
34 |
45 |
37 |
49 |
60 |
81 |
71 |
94 |
115 |
153 |
169 |
226 |
239 |
310 |
| 26 |
|
|
27 |
35 |
29 |
38 |
48 |
64 |
56 |
74 |
91 |
121 |
134 |
179 |
189 |
252 |
| 28 |
|
|
21 |
28 |
23 |
31 |
38 |
51 |
45 |
60 |
73 |
97 |
108 |
144 |
153 |
203 |
| 30 |
|
|
|
|
|
|
31 |
42 |
37 |
49 |
60 |
79 |
88 |
118 |
125 |
166 |
- 16" and 18" deep beams are limited to two and
three piece beams (single members are not permitted).
- Table values are based on uniform loads and the most
restrictive of simple or continuous span. Shaded areas represent load conditions
controlled by a continuous span. When properly fastened together, double the table values
for two piece beams or triple the values for three piece beams. Reference inside front
cover for connection requirements.
- Total load deflection is limited to L/180 . For stiffer
deflection criteria use the L/240 column. To limit total load to L/180 and live load to
L/240, the beam must be checked for both loads in the appropriate columns.
- Table values assume continuous lateral support of the
compression edge of the beam and lateral support at the ends and all bearing points.
- Roof members shall be sloped a minimum 1/4" per foot
for drainage.
- Reference the bearing length chart on back of product guide
for required bearing length.
Please see the StrucLam Installation Guide for
additional information. |
Copyright © 19962008 AECinfo.com
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