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�-�-y'�� DEN/LIV <br /> TJ-BeamTM' 5 55 Seal Number 700103477 2 Pcs of 11.875" TJI®/ProTM-120TS JOIST @ 16.0" o/c <br /> BEAMUSA 1001 2/20/02 2:41:26 PM <br /> Page 1 of 2 Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Overall Dimension=34' <br /> 20' a 14' <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Joist Member Supporting FLOOR-RES.Application. 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) 60 23 0 to 34' Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 989/354/1344 1 11.9" Detail A3 1.25"LSL Rim <br /> 2 Column 3.50" 3.5" 2421 /919/3340 1 11.9" Detail B3 <br /> 3 Column 5.25" 4" 734/189/923 1 11.9" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, 63. <br /> -CAUTION: Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. <br /> Limits: End supports, 3.5". Intermediate supports, 3.5"with web stiffeners and 5.25"without web stiffeners. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 1838 '1617 3124 Passed(52%) Rt.end Span 1 under Floor loading <br /> Reaction(lb) 3340 3340 4960 Passed(67%) Bearing 2 under Floor loading <br /> Moment(ft-lb) 5942 5942 7134 Passed(83%) Rt. end Span 1 under Floor loading <br /> Live Defl.(in) 0.479 0.491 Passed(U492) MID Span 1 under Floor ALTERNATE span loading <br /> Total Defl.(in) 0.630 0.982 Passed(U374) MID Span 1 under Floor ALTERNATE span loading <br /> TJ-Pro Rating 45 Any Passed Span 1 <br /> -Allowable moment was increased for repetitive member usage. <br /> -Deflection Criteria:STANDARD(LL:0480,TL:L/240). <br /> -Deflection analysis is based on composite action with single layer of the appropriate span-rated,GLUED&NAILED wood decking. <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 /> Li-Prom' RATING SYSTEM <br /> The TJ-Pro(USA)Rating System value provides additional floor performance information and is based on a Glued&Nailed 23/32 OSB <br /> decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis <br /> of the deck has not been performed by the program. <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. Pron',TJ-Pro'"and TJ-Beamm.are trademarks of Trus Joist. <br /> TJIM is a roninter'd trademark nr Trs Joint <br />