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200412 GAR <br /> TJ-BeamTm v5.45 Serial Number:7000005055 2 Pcs of 1.75" x 11.875" 2.0E Microllani@ LVL <br /> BEAMUSA 1111 10/6/00 1:25:02 PM <br /> Page 1 of 2 Build Code:124 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0 Roof Slope:0 <br /> n n <br /> All dimensions are horizcnaai. r i U: U;ciy u i is L'uilcepwal. <br /> LOADS: <br /> Analysis for Header 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 /> Un'tform(ptf) Floor(1.00) 340 128 0 to 7' Adds to <br /> Uniform(plf) Roof(1.25) 200 75 0 to 1'6" Adds to <br /> Un'lform(psf) Roof(1.25) 200 75 5'3"to 6'3" Adds to <br /> Point(lbs.) Roof(1.25) 0 619 1'6" Adds to <br /> Point(lbs.) Roof(1.25) 0 619 63" Adds to <br /> Point(lbs.) Roof(1.25) 0 3465 6'3" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Vertical 2x DF/L, SYP 5.25" 1.5" Left Face 1666/1566/3232 Detail H5 <br /> 2 Column 5.25" 5.25" Right Face 1494/4406/5900 Detail R1 SB Shear Blocking <br /> -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): H5, R1. <br /> HANGERS: <br /> REVERSE T.F. T.F. NAILING <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER <br /> Left Top NONE FOUND No N/A No 0 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 5733 1965 7897 Passed(25%) Lt.end Span 1 under Floor loading <br /> Moment(ft-Ib) 4430 4084 19942 Passed(20%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.020 0.208 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.045 0.312 Passed(U999+) MID Span 1 under Roof 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 /> -Design assumes adequate continuous lateral support of the compression edge. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS,MN <br /> 651-636-6889 <br /> 651-638-1412 <br /> ------------------------------ <br /> Copyright C 2000 by Trus Joist,A Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. <br /> MicrollamOD is a registered trademark of Trus Joist. <br />