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.tt�_ � 200420 GRT RM WDW <br /> Malde 0. <br /> ' TJ-Beam'"4 v5.55 Serial Number:700103477 2 Pcs of 1.75" x 16" 2.0E Microllam® LVL <br /> BEAMUSA 1111 12/7/00 7.48.58 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 /> � �2 <br /> 14' <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) 340 128 0 to 14' Adds to <br /> Uniform(plf) Roof(1.25) 180 188 0 to 2'3" Adds to <br /> Uniform(plf) Roof(1.25) 580 338 3"to 2'6" Adds to <br /> Uniform(plf) Roof(1.25) 580 338 7'6"to 14' Adds to <br /> (1) Point(Ibs.) Roof(1.25) 0 2393 3" Adds to <br /> Point(Ibs.) Roof(1.25) 0 2260 2'6" Adds to <br /> Point(Ibs.) Roof(1.25) 0 2260 7'6" 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(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4.987" 5071 /8019/13090 1 16.0" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" 5729/4493/10222 1 16.0" 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. Supplemental hardware is required to satisfy bearing requirements. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 10356 6485 10640 Passed(61%) Lt.end Span 1 under Floor loading <br /> Moment(ft-lb) 32554 32554 43455 Passed(75%) MID Span 1 under Roof loading <br /> Live Defl.(in) 0.236 0.334 Passed(U679) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.492 0.669 Passed(U326) MID Span 1 under Roof 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 /> 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-Beam""are trademarks of Trus Joist <br /> Microllam®is a registered trademark of Trus Joist. <br />