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   Willamette  StrucJoist SJ-15-25-35  

StrucJoist - Page 7

 

 

TABLE VIII
Roof Span Table for StrucJoist Sloped 8/12 and Less
  Live Load (psf) Dead Load (psf) SJ -15 SJ -25 SJ-35
9-1/2" 11-7/8" 9-/2" 11-7/8" 14" 16" 11-7/8" 14" 16"
12" O.C. NON SNOW 125% 20 10 24'- 7" 29'- 7" 25'-10" 31'-0" 35'- 5" 39'- 5" 33'- 9" 38'- 5" 42'- 9"
20 15 23'- 0" 27'- 8" 24'- 2" 29'- 0" 33'- 2" 36'-11" 31'- 7" 36'- 0" 40'- 0"
20 20 21'-10" 26'- 2" 22'-11" 27'- 5" 31'- 4" 34'-11" 29'-11" 34'-1" 37'-10"
SNOW 115% 25 10 22'- 5" 26'-11" 23'- 6" 28'- 2" 32'- 2" 35'-10" 30'- 8" 35'- 0" 38'-10"
25 15 21'- 3" 25'-7" 22'- 4" 26'- 9" 30'- 7" 34'-1" 29'- 2" 33'- 3" 36'-11"
30 10 21'- 5" 25'- 9" 22'- 6" 27'- 0" 30'-10" 34'- 4" 29'- 5" 33'- 6" 37'- 3"
30 15 20'- 6" 24'- 7" 21'- 6" 25'-10" 29'- 6" 32'-10" 28'-1" 32'- 0" 35'- 7"
40 10 19'- 9" 23'- 9" 20'- 9" 24'-11" 28'- 5" 31'- 8" 27'-1" 30'-10" 34'- 4"
40 15 19'- 2" 23'-1" 20'- 2" 24'- 2" 27'- 7" 30'- 9" 26'- 4" 30'- 0" 33'- 4"
50 15 18'- 2" 21'-10" 19'-1" 22'-11" 26'- 2" 29'-1" 24'-11" 28'- 5" 31'-7"
16" O.C. NON SNOW 125% 20 10 22'- 4" 26'-10" 23'- 5" 28'-1" 32'-1" 35'- 9" 30'- 7" 34'-10" 38'- 9"
20 15 20'-11" 25'-1" 21'-11" 26'- 4" 30'- 0" 33'- 5" 28'- 8" 32'- 7" 36'- 3"
20 20 19'- 9" 23'- 9" 20'- 9" 24'-11" 28'- 5" 31'- 8" 27'-1" 30'-10" 34'- 3"
SNOW 115% 25 10 20'- 3" 24'- 5" 21'-4" 25'- 7" 29'- 2" 32'- 6" 27'-10" 31'-8" 35'- 3"
25 15 19'- 3" 23'- 2" 20'- 3" 24'- 3" 27'- 9" 30'-10" 26'- 5" 30'-1"  33'- 5"
30 10 19'- 5" 23'- 4" 20'- 5" 24'-6" 27'-11" 31'-1" 26'- 8" 30'- 4" 33'- 9"
30 15 18'- 7" 22'- 4" 19'- 6" 23'- 4" 26'- 8" 29'- 9" 25'- 5" 29'- 0" 32'- 3"
40 10 17'-11" 21'- 6" 18'-10" 22'- 7" 25'- 9" 28'- 8" 24'- 6" 28'- 0" 31'-1"
40 15 17'- 5" 20'-11" 18'- 3" 21'-11" 25'- 0" 26'- 4" 23'-10" 27'- 2" 30'- 2"
50 15 16'- 5" 19'- 8" 17'- 3" 20'- 9" 22'- 3" 22'- 3" 22'- 7" 25'- 9" 26'- 3"
19.2" O.C. NON SNOW 125% 20 10 21'-0" 25'- 2" 22'- 0" 26'- 5" 30'- 2" 33'- 7" 28'- 9" 32'- 9" 36'- 5"
20 15 19'- 7" 23'- 7" 20'- 7" 24'- 9" 28'- 3" 31'- 5" 26'-11" 30'- 8" 34'-1"
20 20 18'- 7" 22'- 4" 19'- 6" 23'- 4" 26'- 8" 29'- 9" 25'- 5" 29'- 0" 32'- 3"
SNOW 115% 25 10 19'-1" 22'-11" 20'- 0" 24'- 0" 27'- 5" 30'- 6" 26'- 2" 29'- 9" 33'-1"
25 15 18'-1" 21'-9" 19'- 0" 22'-10" 26'-1" 29'- 0" 24'-10" 28'- 3" 31'-5"
30 10 18'- 3" 21'-11" 19'- 2" 23'- 0" 26'- 3" 29'- 3" 25'- 0" 28' -6" 31'- 8" 
30 15 17'- 5" 20'-11" 18'- 4" 21'-11" 25'-1" 26'-10" 23'-11" 27'- 3" 30'- 3"
40 10 16'-10" 20'-2" 17'- 8" 21'- 2" 24'-1" 24'-1" 23'- 0" 26'- 3" 28'- 6"
40 15 16'- 4" 19'- 5" 17'- 2" 20'- 7" 21'-10" 21'-10" 22'- 4" 25'- 6" 25'-10"
50 15 15'- 5" 17'- 0" 16'- 3" 18'- 6" 18'- 6" 18'- 6" 21'-2" 21'-10" 21'-10"
24" O.C. NON SNOW 125% 20 10 19'- 5" 23'- 4" 20'- 5" 24'- 6" 27'-11" 31'-1" 26'- 8" 30'- 4" 33'- 9"
20 15 18'- 2" 21'-10" 19'-1" 22'-11" 26'- 2" 29'-1" 24'-11" 28'- 5" 31'- 7"
20 20 17'- 2" 20'- 8" 18'- 0" 21'- 8" 24'- 9" 26'- 3" 23'- 7" 26'-10" 29'-10"
SNOW 115% 25 10 17'- 8" 21'-3" 18'- 6" 22'- 3" 25'- 5" 27'- 7" 24'- 2" 27'- 7" 30'- 8"
25 15 16'- 9" 20'- 2" 17'- 7" 21'-1" 24'-1" 24'-1" 23'- 0" 26'- 2" 28'- 6"
30 10 16'-11" 20'- 4" 17'- 9" 21'- 3" 24'-1" 24'-1" 23'- 2" 26'- 5" 28'- 6"
30 15 16'- 2" 19'-1" 16'-11" 20'-4" 21'- 5" 21'- 5" 22'-1" 25'- 2" 25'- 3"
40 10 15'- 7" 17'-8" 16'- 4" 19'- 3" 19'- 3" 19'- 3" 21'-4" 22'- 8" 22'- 8"
40 15 15'- 0" 16'- 0" 15'-10" 17'- 5" 17'- 5" 17'- 5" 20'- 7" 20'- 7" 20'- 7"
50 15 13'- 6" 13'- 6" 14'- 9" 14'- 9" 14'- 9" 14'- 9" 17'- 5" 17'- 5" 17'- 5"

Notes:

All roof joists to be sloped 1/4" per foot minimum.

Spans shown are horizontal clear spans and can be used for either simple or multiple span applications. Outermost spans of multiple span applications must be at least 40% of adjacent spans.

Maximum deflection is limited to L/180 under total load and L/240 under live load.

Live load reductions have been applied in accordance with standard engineering practices. Verify local building code requirements.

Reduce spans 3'-0" for joist slopes greater that 8/12. Maximum roof slope is 12/12.

Please see the SJ-15 SJ-25 SJ-35 Installation Guide for additional information.

933HR-03-98-1117 11/98 5M

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