Homepage  
Search
find:
search for:
   
 
Site Navigation
News / Publications
Jobs
Service
   Add this page to Google Bookmarks
   Add this page to Mister Wong
   Add this page to del.icio.us
 
   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
  1. 16" and 18" deep beams are limited to two and three piece beams (single members are not permitted).
  2. 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.
  3. 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.
  4. Table values assume continuous lateral support of the compression edge of the beam and lateral support at the ends and all bearing points.
  5. Roof members shall be sloped a minimum 1/4" per foot for drainage.
  6. Reference the bearing length chart on back of product guide for required bearing length.

Please see the StrucLam Installation Guide for additional information.

Request for Information / Request a Catalog from Willamette
 
 
 
To request more information from Willamette, please complete the form below.
 
*Name:    
*Email:    
Company:    
*Company type:    
Phone:    
*Address:    
*Request:    
    (* = Mandatory field) 
Please add me to the mailing list for the free monthly e-Newsletter AECnews.  
     






Printable version Bookmark this page Notify a colleague or friend about this pageHome | Terms of Use | Privacy Statement | Link to AECinfo
AECinfo is a member of Docu Group, the world's largest building products information network.



Copyright © 1996–2008 AECinfo.com