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• 3 A DR <br /> 41.J. in-m, v5.45 Serial Number:7000005055 2 Pcs of 1.75 x 18" 2.0E Microllam® LVL <br /> BEAMUSA 1111 8/13/00 10:45:51 AM • <br /> Page 1 of 1 Build Code:124 <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 • <br /> nr n . <br /> e 19' o <br /> All dimensions are horizontal. Product Diagram Is Conceptual. <br /> - <br /> LOADS: <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(ptf) Floor(1.00) 580 218 0 to 19' Adds to . <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 3.50" 3.5" Left Face 5890/2379/8269 Detail R1 SB Shear Blocking <br /> 2 Column 3.50". 3.5" Right Face 5890/2379/8269 Detail R1 SB Shear Blocking ' <br /> -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. <br /> DESIGN CONTROLS: <br /> - MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 8124 6401 11970 Passed(53%) • Lt end Span 1 under Floor loading _ <br /> Moment(ft-lb) 37911 36169 43299 Passed(84%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.547 0.622 . Passed(U409) MID Span 1 under Roof loading <br /> Total Dell(in) 0.768 0.933 Passed(L292) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:U360,TL:1/240). <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 Trus Joist warrants the sizing of its products by <br /> this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific <br /> product application,input design loads,and stated dimensions have been provided by the software user. This output has not been <br /> reviewed by a Trus Joist Associate. <br /> -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. . <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. ' <br /> -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: • <br /> - No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS,MN • <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright C 2000 by Trus Joist,A Weyerhaeuser Business. TJ-BeamT"is a trademark of Trus Joist <br /> Microilam®is a registered trademark of This Joist <br />