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��eig-;4,v, v„Aig„ . SI f TING WOW <br /> TJ-Beam”' v5.42 Serial Number:709046244 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> BEAMUSA 1111 4130/99 11:56.55 <br /> rage 1 of 1 Build Code:104 • <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0 Roof Slope:0 . <br /> I t . <br /> / I <br /> 1 <br /> Er--, X12.1 <br /> 5,8"c . <br /> All dimensions are Horizontal, Product Diagram Is Conceptual. <br /> LOADS: 1 <br /> Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 125%duration,15 Dead,and: <br /> TYPE COMMENT <br /> CLASS - LIVE _.,DEAD LOCATION APPLICATION • <br /> Uniform(plf) Roof(1.25) 180 68 0 to 4'8" Adds to <br /> Uniform(plf) Roof(1.25) 667 250 4'8"to 5'8" Adds to <br /> Point(Ibs.) Roof(1.25) 0 5157 4'8" Adds to . <br /> • <br /> 'SUPPORTS: • INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 2x6 Stud Wall 5.50" 5.5" Left Face 645/957/1602 Detail R1 SB Shear Blocking <br /> 2 2x6 Stud Wall 5.50" 5.5" Right Face 1089/4904/5993 Detail R1 SB Shear Blocking <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):R1. <br /> DESIGN CONTROLS: • . - <br /> • <br /> MAXIMUM DESIGN CONTROL CONTROL . LOCATION <br /> Shear(Ib) 5666 . 1212 . • -7897 : Passed(15%) '• Lt end Span 1 under Roof loading <br /> Mornent(ft-lb) '3559 3148 • : , 11840 Passed(27%) } MID Span 1 under Dead load • <br /> Live Defl.(in) 0.009 0.167 ` Pzssed(1J999+) `MID Span 1 under Roof loading • <br /> Total Defl.(in) 0.038 • . . 0.250 , Passed(U999+) MID Span 1 under Roof loading <br /> Deflection Criteria:STANDARD(LL:U360,TL:1.1240). • <br /> Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and • <br /> positioning of lateral bracing is required to achieve member stability. . <br /> Design assumes adequate continuous lateral support of the compression edge. • <br /> ADDITIONAL NOTES: • <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its <br /> products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The <br /> • specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not <br /> been reviewed by a TJM Associate. <br /> -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. . <br /> - Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P.PLANNING&DESIGN, INC. . <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 10 N.E. <br /> ARDEN HILLS, MN 55112 • <br /> 651-636-6889 <br /> 651-638-1412 ' <br /> • <br /> Copyri; :®1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Beam"'is a trademark of Trus Joist MacMillan. <br /> Microila 9 is a registered trademark of Trus Joist MacMillan. • <br />