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4'�F­ - . 200412 LAUN WDW <br /> TJ-BeamTM v5.45 Serial Number:7000005055 2 PCs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> BEAMUSA 1111 10/6/00 1:48:52 PM <br /> Page 1 of 2 Build Code:124 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> ,n <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) 320 120 0 to 6' Adds to <br /> Uniform(plf) Roof(1.25) 200 195 1'to 1'9" Adds to <br /> Uniform(plf) Roof(1.25) 800 420 4'9"to 5'9" Adds to <br /> Point(lbs.) Roof(1.25) 0 481 1' Adds to <br /> Point(lbs.) Roof(1.25) 0 2540 1'9" Adds to <br /> Point(lbs.) Roof(1.25) 0 3391 4'9" Adds to <br /> (1) Point(lbs.) Roof(1.25) 0 1925 5'9" 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 JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4" Left Face 1266/3456/4722 Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" Right Face 1844/6312/8157 Detail A3 1.25"LSL Rim <br /> -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 5998 4437 6318 Passed(70%) Rt. end Span 1 under Floor loading <br /> Moment(ft-Ib) 5838 5592 13156 Passed(43%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.022 0.179 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.086 0.269 Passed(L/751) MID Span 1 under Roof loading <br /> -Deflection Criteria: STANDARD(LL:U360,TL:L/240). <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 DFP PLANNING&DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS,MN <br /> 651-636-6889 <br /> 651-638-1412 <br /> ------------------------------ <br /> Copyright O 2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProT and TJ-Beam'"'are trademarks of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br />