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. FROM : I).F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:33PM P21 <br /> 0* SMT FAM RM <br /> TJ-Bcom"' v5.45 serial Number r000000055 3 PCS of 1.75" x 9.5" 2.0C Microliam® LVL <br /> BEAMUSA 1111 9112/00 5.41 05 AM <br /> Page I of 2 Build Code:124 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Overall Dimension=20' <br /> �� r. r — _ - 3 <br /> i1,1 ;2]ee � <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) 680 255 0 to 8' Adds to <br /> Uniform(plf) Fioor(1.00) 640 240 5'to 20' Adds to <br /> (1) Point(ibs.) Floor(1 00) 0 3497 2" Adds to <br /> Poirrt(Ibs_) Floor(1.00) 0 3186 11`6" Adds to <br /> (1)Analysis assumes loads are passed through to support: Sufficient strength tun 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 JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 3.50" 2.25" Left Face 3209/4415/7624 Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 5.25" Centered 8465/6414 1 14879 Detail 83 <br /> 3 Column 5.25" 4" Right Face 3098/1350/4447 Detail A3 1.25"LSL Rim <br /> -See Trus Joist SPECIFIER'S/BUILDERS GUIDES for detail(s):A3, B3. <br /> DESIGN CONTROLS: <br /> MAXJMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 8676 7717 9476 Passed(81%) Lt.end Span 2 under Floor loading <br /> Moment(ft-Ib) 13440 13440 19734 Passed(68°Jo) Rt end Span 1 under Floor loading <br /> Live Defl.(in) 0.156 0.328 Passed(L/756) MID Span 1 under Floor ALTERNATE span loading <br /> Total Defl,(in) 0.212 0.484 Pessed(L/549) MID Span 2 under Floor ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(LL:11360,TL:L/240). <br /> -8racing(Lu):All compression edges(top and bottom)must be braced at 2'8"a/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 /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS,MN <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright 02000 by Trus Joist,A Weyerhaeuser Business. TJ.ProTM and TJ-Seam"are trademarks of Trus Joist. <br /> Mlarolian'®is a registered trademark of True Joist <br /> 1 <br />