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REC RM WDW <br /> TJ-Beam"' v5.55 Serial Number 700103477 2 Pes of 1.75" x 9.5" 2.0E Microilam® LVL <br /> BEc4MUSA 1111 3/4/02 3:42:13 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 /> r7= <br /> 8' <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 /> Tapered(plf) Floor(1.00) 400 to 430 150 to 161 0 to 2' Adds to <br /> Uniform(plf) Floor(1.00) 430 161 2'to 8' Adds to <br /> (1) Point(Ibs.) Floor(1.00) 0 3317 3" Adds to <br /> (1) Point(lbs.) Floor(1.00) 0 3211 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" 1852/4047/5899 1 9.5" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" 1878/3951 /5830 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) 2414 1813 6318 Passed(29%) Rt end Span 1 under Floor loading <br /> Moment(ft-lb) 4446 4446 13156 Passed(34%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.073 0.246 Passed(U999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.102 0.369 Passed(U864) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U360,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 2000 by Trus Joist,a Weyerhaeuser Business. 1J-Pro'"and 1J-Beam'"are trademarks of Trus Joist. <br /> Microltarre is a registered trademark of Trus Joist. <br />