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• <br /> •C 0". 4V41:1.1. <br /> DINETTE PATIO <br /> 'TJ Beam"' v5.4i Serial Number:7000005055 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> BEAMUSA 1111 8/13/00 10:24:27 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 /> 4 ' l <br /> 7' <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(ptf) Floor(1.00) 360 135 0 to 2' Adds to <br /> •Uniform(plf) Floor(1.00) 440 165 2'to 7' Adds to <br /> Uniform(plf) Roof(1.25) 680 375 0 to 2' Adds to <br /> Point(Ibs.) Roof(1.25) 0 2650 2'2" 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 2746/3154/5900 Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" Right Face 1814/1510 0324 Detail A3 1.25"LSL Rim <br /> -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM : DESIGN CONTROL.'CONTROL`:. LOCATION <br /> Shear(lb) . 5396 3544 6318 Passed(56%)'.:` Lt end Span 1 under Floor loading <br /> Moment(ft-Ib) 7243 6560 • 13156 Passed(50%) ' • MID Span 1 under Floor loading <br /> Live Defl.(in).: 0.053 0.213 Passed(U999+) MID Span 1 under Roof loading <br /> Total Deft(in) - 0.123 : 0.319. Passed(U623) • MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:U240).- - <br /> -Braging(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 /> • <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*2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro^'and TJ-Beam^'are trademarks of Trus Joist <br /> Microilam®is a registered trademark of Trus Joist. <br />