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Git <br /> ''- • LAUN <br /> 17�..'µ_.. mb <br /> TJ-Beams vF.4`� Serial Number:70000,05055 3 Pcs of 1.75" x 9.5" 2.0E Microllam®Microlla ® LVL <br /> BEAMUSA 1111 8/13/00 10:43:05 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 /> ' <br /> nn <br /> 10'6" <br /> Product Diagram Is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: <br /> _ TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniforin(plf) Floor(1.00) 40 15 0 to 10'6" Adds to <br /> Uniform(plf) Roof(1.25) 180 188 0 to 10'6" Adds to ' <br /> Point(lbs.) Roof(1.25) 0 14054 9" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4.067" Left Face 1365/14648/16013 Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" Right Face 1365/1839/3204 Detail A3 1.25"LSL Rim <br /> -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):-A3. <br /> -Bearing length requirement exceeds input at support(s)1.Supplemental hardware is required to satisfy bearing requirements. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 15859 2600 . .11845 Passed(22%) Rt end Span 1 under Roof loading • <br /> Moment(ft-lb) 9463 9463 24668 Passed(38%) MID Span 1 under Roof loading <br /> Live Defl.(in) 0.081 0.329 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.248 0.494 Passed(U477) MID Span 1 under Roof loading <br /> .=Deflection Criteria:STANDARD(LL:1/360,TL:L240).. . <br /> -Braqing(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 /> 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 /> • <br /> -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> • <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 0 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro^'and TJ-Beam^'are trademarks of Trus Joist <br /> Microllam®is a registered trademark of Trus Joist. <br />