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FROM : D.F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:27PM P11 <br /> • ZGtl <br /> BRKFST. WOW. <br /> TJ-BeamT" v5 55 Serial Number700103477 <br /> BEAMUSA 1111 10/11100 9 56 26 AM 2 Pcs of 1.75" x 14" 2.0E Microllal® LVrr <br /> Pepe 1 of 1 Suild Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <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 /> Uniform(plf) Roof(1.25) 200 75 0 to 6'6" Adds to <br /> Uniform(plf) Roof(1.25) 80 30 6'6"to 8' Adds to <br /> Point(Ibs.) Roof(1.25) 0 12639 6'6" Adds to <br /> Uniform(plf) Floor(1,00) 40 135 0 to 8'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 1105/2972/4077 1 14.0" Detail A3 1.25"LSL Rim <br /> 2 Column 5,25" 4.648" 895/11305/12201 1 14,0" Detail A3 1.25"LSL Rirn <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> -Bearing length requirement exceeds input at support(s)2. Supplemental hardware is required to satisfy bearing requirements. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 12145 2589 8379 Passed(31%) Lt.end Span 1 under Dead load <br /> Moment(ft-Ib) 14298 13362 24394 Passed(55%) MID Span 1 under Dead load <br /> Live Defl.(in) 0.016 0.246 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.102 0.369 Passed(LJ868) MID Span 1 under Roof loading <br /> -Deflection Criteria: STANDARD(LL: L/360,TL:L/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 /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ)_ TJ warrants the sizing of its products by this <br /> software wiR be accomplished in accordance with TJ product design criteria and code accepted design values_ The specific product <br /> application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed b' <br /> a TJ Associate <br /> -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. <br /> -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> • <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P.Planning&Design • <br /> Terry Mikkelson <br /> 4797 highway 10 n.e. • <br /> arden hills, rnn 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright c 2000 by Trus Joist.a Weyerhacusef Business. TJ-Prop"and TJ-Beam^'are trademarks of Trus Joist, <br /> Microllarr40 is a rogistered trademark of Trus Joist. I'. <br /> ) <br /> 1t . <br />