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41,41 202152 BSMT <br /> TJ-.c1amT*' v5.55 Serial Number 700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL <br /> BEAl41USA 1111 3/20102 11:22:05 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 /> -11 <br /> ��i 2 <br /> 16'9" <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) 310 116 0 to 10'6" Adds to <br /> Uniform(plf) Floor(1.00) 460 173 10'6"to 16'9" Adds to <br /> Uniform(plf) Floor(1.00) 200 210 0 to 8'9" Adds to <br /> Uniform(plf) Floor(1.00) 350 266 14'3"to 16'9" Adds to <br /> (1) Point(Ibs.) Floor(1.00) 0 2208 3" Adds to <br /> Point(Ibs.) Floor(1.00) 0 1483 8'9" Adds to <br /> Point(Ibs.) Floor(1.00) 0 1483 14'3" Adds to <br /> (1) Point(Ibs.) Floor(1.00) 0 963 16'6" 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 5.25" 4" 4456/5859/10315 1 14.0" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" 4969/5671 /10640 1 14.0" 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(lb) 9263 7553 13965 Passed(54%) Rt.end Span 1 under Floor loading <br /> Moment(ft-Ib) 33559 33559 40656 Passed(83%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.354 0.538 Passed(U547) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.695 0.806 Passed(U278) 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-BeamTM'are trademarks of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br />