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�� Gil* <br /> 202152 MEDIA WDW <br /> ~ <br /> TJ-BeamTM v5.55 Serial Number 700103477 3 Pcs of 1.75" x 11.23" 2.0E Microllam® LVL <br /> BEAMUSA 1111 320/02 10:25:44 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 /> Overall Dimension=12'6" <br /> 4'3" a 4' o 4'3" <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) 380 143 0 to 5'6" Adds to <br /> Uniform(plf) Floor(1.00) 460 173 5'6"to 12'6" Adds to <br /> Uniform(plf) Floor(1.00) 380 293 4'to 5'3" Adds to <br /> Uniform(plf) Roof(1.25) 460 293 4'to 5'3" Adds to <br /> (1) Point(Ibs.) Floor(1.00) 0 2870 3" Adds to <br /> (1) Point(Ibs.) Floor(1.00) 0 2870 4'3" Adds to <br /> Point(lbs.) Floor(1.00) 0 2516 5'3" Adds to <br /> Point(Ibs.) Floor(1.00) 0 15688 11'3" 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" 885/3222/4107 1 11.2" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 5.25" 3084/5117/8201 1 11.2" Detail B3 <br /> 3 Column 5.25" 5.25" 2464/7438/9902 1 11.2" Detail B3 <br /> 4 Column 5.25" 4" 1039/11288/12326 1 11.2" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 12106 5676 11222 Passed(51%) Lt.end Span 3 under Floor ADJACENT span loading <br /> Moment(ft-lb) 11040 10433 24341 Passed(43%) MID Span 3 under Dead load <br /> Live Defl.(in) 0.003 0.131 Passed(U999+) MID Span 3 under Roof ALTERNATE span loading <br /> Total Defl.(in) 0.031 0.197 Passed(U999+) MID Span 3 under Roof ALTERNATE span 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 /> -The load conditions considered in this design include alternate and adjacent member skip loading. <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-ProTM and TJ-Beam""are trademarks of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist <br />