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4 SEAS PORCH <br /> TJ-BeamTM v5.55 Serial Number 700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> BFAMUSA 1111 2/20/02 2:34:07 PM <br /> Page 1 o:2 Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0 Roof Slope:0 <br /> Ta 4n <br /> 12'6" <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 125%duration;15 Dead;and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(plf) Roof(125) 310 '16 0 to 12'6" Adds to <br /> (1) Point(lbs.) Roof(1.25) 0 1381 12'3" 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" 5.25" 2188/251 /2439 1 9.5" Detail R1 SB Shear Blocking <br /> 2 Column 5.25" 5.25" 2188/1632/3820 1 9.5" Detail R1 SB Shear Blocking <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 2317 1959 7897 Passed(25%) Lt.end Span 1 under Roof loading <br /> Moment(ft-lb) 6878 6878 16445 Passed(42%) MID Span 1 under Roof loading <br /> Live Defl.(in) 0.334 0.396 Passed(U426) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.373 0.594 Passed(U382) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L1360,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 /> -Design assumes adequate continuous lateral support of the compression edge. <br /> • <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-Beam7'is a trademark of Trus Joist. <br /> MicrollamiC is a registered trademark of Trus Joist. <br />