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DEN WOW <br /> fes` <br /> TJ-EeamTM v5.55 Serial Number:700103477 2 PCs Of 1,75" X 9,5" 2.0E Microllam® LVL <br /> BAAMUSA 1111 2/20/02 2:46:24 PM <br /> Page 1 01'2 Build Code.146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 8' <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1'4" <br /> Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(0) Floor(1.00) 400 150 0 to 8' Adds to <br /> Uniform(plf) Roof(1.25) 780 413 0 to 1`6" Adds to <br /> Uniform(p11) Roof(1.25) 180 188 6'6"to 8' Adds to <br /> Point(lbs.) Roof(1.25) 0 4038 1'6" Adds to <br /> Point(lbs.) Roof(1.25) 0 3602 6 6" Adds to <br /> (1) Point(lbs.) Floor(1.00) 0 1344 7'9" Adds to <br /> (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim,or squash blocks are required <br /> at dropped supports.The accessories shown,at the diagram above, have NOT been checked for capacity. Downward acting point <br /> loads are included in the reported SUPPORTS reactions.These are the reactions associated with the highest coefficient of <br /> duration and may not be the most CRITICAL case when designing the supporting member below. <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 2926/5283/8208 1 9.5" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" 2141/6036/8177 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) 7638 5811 6318 Passed(92%) Lt.end Span 1 under Floor loading <br /> Moment(ft-Ib) 9405 9055 13156 Passed(69%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.080 0.246 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.232 0.369 Passed(U381) MID Span 1 under Roof loading <br /> -Deflection Criteria: STANDARD(LL:L/360,TL:U240). <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 /> • <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"'and TJ-Beam*"are trademarks of Trus Joist. <br /> Microllar(a)ie a rag;stored trademark of Trio Joint <br />