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d I /IG// . 1/4.7i-VA UR <br /> • <br /> (J Beam'":�s.42 Serial Number.709046244 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> 6EAMUSA 1111,,4/30/99 13.38 04 <br /> Fage 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 1 ` <br /> [ KT ' <br /> t 1 <br /> a 10' c • <br /> All dimensions are horizontal. Product Diagram Is Conceptual. <br /> LOADS' i - <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 CLASS LIVE DEAD LOCATION APPLICATION. COMMENT . <br /> Uniform(plf) Roof(1.25) 180 68' 0 to 5' ` 'Adds to • ' <br /> Uniform(ptf) Roof(1.25) 487 183 5'to 10' Adds to <br /> . Point(Ibs.) . Roof(1.25) 0 2007 5' Adds to . <br /> SUPPORTS:- • INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER • <br /> 1 2x4 Stud Wall 3.50" . 3.5" Left Face 1471 /1603/3074 Detail R1 SB Shear Blocking <br /> 2 2x4 Stud Wall 3.50" 3.5" Right Face 2264/1900/4164 Detail R1 SB Shear Blocking <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION ' <br /> Shear(lb) 4042 3369 7897 Passed(43%) Rt.end Span 1 under Roof loading . • <br /> Moment(ft-lb) 10961 '. .' 10961 • - :16445" Passed(67%) '-. MID,Span 1 under Roof loading <br /> live Defl.(in) - 0.162 0.322 Pasced(U715): MID Spen 1 under Roof loading _ <br /> Total Defl.(in) 0.374 . .. 0.483 Passed(U310) : MID Span 1 under Roof loading <br /> Deflection Criteria:STANDARD(LL:U360,TL:L1240). . . <br /> .:.:_-Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and <br /> polsitioning 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 /> • <br /> • <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 /> Copyright 01999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Beam"is-a trademark of Trus Joist MacMillan. . <br /> Microllamm is a registered trademark of This Joist MacMillan. . <br />