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4 gist W LU1146 S I HIKS <br /> TJ-Beam'" v5.55 Serial Number 700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> 'BEAMUSA' 1111 4/23/01 9:48:52 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=24'2" <br /> � I <br /> 2 �r3 <br /> 8'2" 16' <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header 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) 480 180 0 to 4' Adds to <br /> Uniform(plf) Floor(1.00) 100 38 4'to 18'10" Adds to <br /> Uniform(plf) Floor(1.00) 390 146 18' 10"to 22' Adds to <br /> Uniform(plf) Floor(1.00) 600 225 22'to 24'2" Adds to <br /> (1) Point(lbs.) Floor(1.00) 0 2348 2" Adds to <br /> Point(lbs.) Floor(1.00) 0 2363 18' 10" 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 3.50" 2.25" 1655/2329/3985 1 11.9" Detail A3 1.25"LSL Rim <br /> 2 Column 3.50" 3.5" 3241 /2862/6103 1 11.9" Detail B3 <br /> 3 Column 3.50" 2.25" 2593/2393/4986 1 11.9" 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(Ib) 4837 3843 7897 Passed(49%) Rt. end Span 2 under Floor ALTERNATE span loading <br /> Moment(ft-lb) 14542 14542 19942 Passed(73%) MID Span 2 under Floor ALTERNATE span loading <br /> Live Defl.(in) 0.214 0.396 Passed(U887) MID Span 2 under Floor ALTERNATE span loading <br /> Total Defl.(in) 0.511 0.792 Passed(U372) MID Span 2 under Floor ALTERNATE span loading <br /> -Deflection Criteria: STANDARD(LL: U480, 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 member 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®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro TTM and TJ-BeamT"'are trademarks of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist <br />