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44 21: <br /> 202152 STUDY CANT <br /> TJ-Beam'*' `v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.25" 2.0E Microllam® LVL <br /> BEAMUSA 1111 3/20/02 8:55:21 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 /> Overall Dimension=15' <br /> 1 1 <br /> 1' a 14' <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header 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) 54 20 0 to 15' Adds to <br /> Point(Ibs.) Roof(125) 0 2805 3" Adds to <br /> Point(Ibs.) Floor(1.00) 0 6365 2'3" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 5.25" 753/9252/10005 1 11.2" Detail El TJI®Blocking Panel <br /> 2 Column 5.25" 4" 662/606/1269 1 11.2" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): E1,A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 7029 1076 7481 Passed(14%) Rt. end Span 1 under Floor ALTERNATE span loading <br /> Moment(ft-Ib) 5364 5364 18030 Passed(30%) MID Span 1 under Floor ALTERNATE span loading <br /> Live Defl.(in) 0.090 0.337 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading <br /> Total Defl.(in) 0.229 0.673 Passed(L/704) MID Span 1 under Floor ALTERNATE span loading <br /> -Deflection Criteria: STANDARD(LL: L/480,TL:U240).Additional checks follow. <br /> -Left overhang(LL: 0.2",TL:0.2"). <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 /> -The load conditions considered in this design include Alternate member loading. <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 C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro TM and TJ-Beamm'are trademarks of Trus Joist. <br /> TJI®and Microllam®are registered trademarks of Trus Joist. <br />