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f�d3f 200412 GAR DR <br /> TJ-Beam v5.45 Serial Number:7000005055 2 PCs of 1.75 x 9.5 2.0E Microllam® LVL <br /> BEAMUSA 1111 10/6/00 1:19:56 PM <br /> Page 1 of 1 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 /> I <br /> n , n <br /> Aii dimensions are horizontal. I iouuci 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(1.25) 200 75 0 to 5' Adds to <br /> Uniform(plf) Roof(1.25) 520 195 5'to 10' Adds to <br /> Point(lbs.) Roof(1.25) 0 2145 5' Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 3.50" 3.5" Left Face 1587/1713/3300 Detail R1 SB Shear Blocking <br /> 2 Column 3.50" 3.5" Right Face 2413/2023/4437 Detail R1 SB Shear Blocking <br /> -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 4307 3593 7897 Passed(45%) Rt.end Span 1 under Roof loading <br /> Moment(ft-Ib) 11715 11715 16445 Passed(71%) MID Span 1 under Roof loading <br /> Live Defl.(in) 0.174 0.322 Passed(U668) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.400 0.483 Passed(U290) 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 /> ADDITIONAL NOTES: <br /> -IMPORTANT} The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by <br /> this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific <br /> product application,input design loads, and stated dimensions have been provided by the software user. This output has not been <br /> reviewed by a Trus Joist Associate. <br /> -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. <br /> -Note: See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. <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®2000 by Trus Joist,A Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br />