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ci4vveht 202152 CRAFT WDW <br /> TJ,-Beam''' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> BEAMUSA 1111 3/20/02 10:31:23 AM <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 /> 1 � 2 <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 /> Uniform(plf) Floor(1.00) 280 105 0 to 8' Adds to <br /> Uniform(plf) Floor(1.00) 320 255 0 to 4' Adds to <br /> Point(lbs.) Floor(1.00) 0 7293 4' Adds to <br /> (1) Point(lbs.) Floor(1.00) 0 3776 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(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 2265/4967/7232 1 9.5" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" 1575/8193/9768 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(Ib) 6910 5967 9476 Passed(63%) Lt.end Span 1 under Floor loading <br /> Moment(ft-Ib) 18486 18486 19734 Passed(94%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.050 0.246 Passed(U999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.249 0.369 Passed(U356) 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 /> 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-Pro'*'and TJ-BeamT'are trademarks of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br />