HomeMy WebLinkAboutHeader Calcs - 02/17/1998 FEB - 98 TUE 7:43 AM NOFFKE LUMBER CO FAX NO, 4142353061 P. 1
C*0/47/44 . 1.75" x 9.5" 1.8E Mlcrollame WS LVL.
Ti- Beam"' v13,03 Serial Number. 707201821
TJBEAMG 1111 2116198 1221:421N
Pegg 1 of 1 BuIld Coda: 041
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 6112
cvn
6 6"
All dimensions are horizontal, PrOdtl %Diagram's!Coitceptual
LOADS;
Analysis for BEAM MEMBER Supporting SNOW Application, Tnbutary Load Width: 1'
Loads(pst); 30 Live at 115% duration, 15 Dead, end:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Point(Ibs.) Snow (1.15) 2010 1043 5' Adds to
Tapered(plf) Snow (1.15) 30 to 0 17 to 0 0 to 5' Adds to
Uniform(pIf) Snow (1.15) 30 17 5' to 6' Adds to
SUPPORTS: INPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL. DETAIL OTHER
1 2x6 Stud Wall 5.50" 5.5" Left Face 561 / 312 / 873 Detail R1 SB Shear Blocking
2 2x8 Stud Wall 5.50" 5.5" Right Face 1749 / 928 / 2677 Detail R1 SB Shear Blocking
- See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN ALLOW. CONTROL LOCATION
Shear(lb) 2660 2578 3633 Passed(71 %) RT. end Span 1 under Snow Roof loading
Momont(ft - lb) 3045 3045 6771 Passed(45%) MID Span 1 under Snow Roof loading
Live Defl.(in) 0.053 0.292 Passed(U999 +) MID Span 1 under snow Roof loading
Total Defl,(in) 0.082 0.389 Passed(U854) MID Span 1 under Snow Roof loading
- Deflection Criteria: STANDARD(LL:L/240, TL:1../180).
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented Is output from software developed by True Joist MacMillan(TJM), TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values.
The specific product application, input design loads, and stated dimensions have been provided by the software user. This output
has not been reviewed by a TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Building Coda BOCA analyzing the TJM Distribution product listed above.
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
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FEB - 17 - 98 TUE 7:50 AM NOFFKE LUMBER CO FAX NO. 4142353061 P. 1
1.75" x 9.5" 1,8E Microllam® WS LVL
TJ- eoam^' v5.03 Serial Numboc 707201621
TJDEAMC 1111 7116/a6 12:31:12 PM
Page 1 01 1 eued Code: 041
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 8112
R9 1 — 9Cnn
e —$ d,.
AM dimensions are horizontal. Product Diagram -is Con
LOADS:
Analysis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width: 1'
Loads(psf): 30 Live at 115% duration, 15 Dead, and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Point(Ibs.) Snow (1.15) 2010 1043 5 Adds to
Tapered(plf) Snow (1.15) 30 to 0 17 to 0 0 to 5' Adds to
Unlform(plf) Snow (1.15) 30 17 5' to 6' Adds to
SUPPORTS: INPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 2x6 Stud Wall 5.50" 5.5" Left Face 561 / 312 / 873 Detail R1 SB Shear Blocking
2 2x6 Stud Wall 5.50" 5.5" Right Face 1749 / 928 / 2677 Detail R1 SB Shear Blocking
- See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN ALLOW. CONTROL LOCATION
Shear(lb) 2660 2578 3633 Paased(71 %) RT. end Span 1 under Snow Roof loading
Moment(ft -Ib) 3045 3045 6771 Passed(45%) MID Span 1 under Snow Roof loading
Live Defl.(tn) 0.053 0.292 Passed(1J999 +) MID Span 1 under Snow Roof loading
Total Defl.(In) 0.082 0.389 Passed(IJ854) MID Span 1 under Snow Roof loading
- Deflection Criteria; STANDARD(IL ;IJ240, TL :L/180),
ADDITIONAL NOTES;
- IMPORTANT! The analysts presented is output from software developed by Trus Joist MacMillan(fJM). TJM warrants the sizing of Its
products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values.
The specific product application, input design loads, and stated dimensions have been provided by the software user. This output
has not been reviewed by a TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
• THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJM Distribution product listed above.
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing Is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
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FEB-17-98 TUE 7:51 AM NOFFKE LUMBER CO FAX NO. 4142353061 P. 2
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