Laserfiche WebLink
201379 GAME RM WDW <br /> TJ-BeamTm v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> BEAMUSA 1111 8/7/01 2:43:46 PM <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 /> 1 <br /> [. <br /> 13'6" - <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) 440 165 0 to 13'6" Adds to <br /> (1) Point(Ibs.) Floor(1.00) 0 6678 3" Adds to <br /> (1) Point(lbs.) Floor(1.00) 0 6768 13'3" 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 /> • <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4.271" 3240/7970/11210 1 11.9" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4.305" 3240/8060/11300 1 11.9" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 4323 3574 7897 Passed(45%) Lt.end Span 1 under Floor loading <br /> Moment(ft-lb) 13914 13914 19942 Passed(70%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.331 0.429 Passed(U466) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.464 0.644 Passed(U333) 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 02000 by Trus Joist,a Weyerhaeuser Business. TJ-Pron'and TJ-BeamT'are trademarks of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br /> RIO Q►\`dw\i u <br />