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LOADS: <br /> Matysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width; 1' <br /> Loads(pst):40 Live at 100aAi duration, 15 Dead,0 Partition,and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(plf) Floor(1.00) 404 151 0 to 14' Adds to <br /> Uniform(plf) Roof(1.25) 700 383 0 to 3'10" Adds to <br /> Uniform(ptf) Roof(1.25) 700 383 9'6"to 14' Adds to <br /> Vniform(ptf) Roof(1.25) . 60 23 0 to 14' Adds to <br /> Point(Ibs•) Roof(1.25) 0 3130 3' 10" Adds to <br /> Point(Ibs.) Roof(1.25) 0 3130 9'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4" Left Face 6346/8293/12639 Detail A3 1.25"LSL Rim <br /> 2 Column 5,25" 4" Right Face 854416089112633 Detail Al 1.25"LSL Rim <br /> -See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for detail(s):A3, <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 12077 9757 17456 Passed(56%) Lt,end Span'1 under Roof loading <br /> Moment(ft-Ib) 36211 29578 40656 Passed(73%) MID Span 1 under Floor loading <br /> Live Deft(in) , 0,256 0.334 Passed(U626) MID Span 1 under Roof loading <br /> Total Defl.(in) 0,566 0.669 Passed(L/284) MID Span 1 under Roof loading <br /> -Deflection Criteria: STANDARD(LL:U480,TL:LI240). <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. 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 /> • <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY_ 10 NE ARDEN HILLS,MN <br /> 651-636-6859 <br /> 651-638-1412 <br /> • <br /> Copyright el 2000 by Trus Joist,A Weysrhaeuser Business, TJ-Prop"and TJ.BeamTV ars trademarks of True JoIst. <br /> Microllam49 is a registered trademark of Trve Joist. <br /> -TJ-BeamTM v5.45 Serial Number:7o00005055 2 PCS of 7.75" x 9.5" 2.0E Microllana LVL <br /> BEAMUSA 1111 9/11/00 3:28:27 PM <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 /> �._..,.... 7' <br /> Product Diagram is Conceptual. <br /> LOADS: <br />