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1-y4 Gk!* 2011413 KU PA 110 DR <br /> ,TJ-Beam " v5.55 Serial Number.700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL • <br /> BEAMUSA 1111 4/23/01 10:17:46 AM <br /> Page 1 of 1 Build Code 146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <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(plf) Floor(1.00) 320 120 0 to 7' Adds to <br /> Uniform(plf) Roof(1.25) 200 75 0 to 9" Adds to <br /> Uniform(plf) Roof(1.25) 720 270 5'9"to 7' Adds to <br /> Point(Ibs.) Roof(1.25) 0 3593 9" Adds to <br /> Point(Ibs.) Roof(1.25) 0 5085 5'9" Adds to <br /> • <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 1457/4673/6129 1 9.5" Detail A3 1.25" LSL Rim <br /> 2 Column 5.25" 4" 2113/5408/7522 1 9.5" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 7055 5717 6318 Passed(90%) Rt. end Span 1 under Floor loading <br /> Moment(ft-lb) 6278 6061 13156 Passed(46%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.037 0.213 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.117 0.319 Passed(U654) 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 will 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 by <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 /> 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, mn 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM'and TJ-Beam'"'are trademarks of Trus Joist <br /> Microllam®is a registered trademark of Trus Joist. <br />