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I <br /> �.� �1����i� 2 Pcs of 1.75" x 9.25" 1.9E Microllam0 LVL <br /> .�VY�y.h�.-ue.r'�u<m�-xs <br /> TJ-BeamT"' v5.45 Serial Number:7000005488 <br /> BEAMUSA 1111 3/13/00 3:52:18 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 /> ; 1 <br /> n �.n <br /> �___ �� _ - - -� <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header Member Supporting ROOF Application. Tributary Load Width: 14'6" <br /> Loads(ps�:40 Live at 125%duration, 17 Dead <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.50" 5.5" Left Face 2030/894/2924 Detail R1 SB Shear Blocking <br /> 2 Column 5.50" 5.5" Right Face 2030/894/2924 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(Ib) 2646 1897 7689 Passed(25%) Lt. end Span 1 under Roof loading <br /> Moment(ft-Ib) 4189 4189 14005 Passed(30%) MID Span 1 under Roof loading <br /> Live Defl.(in) 0.059 0.211 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.085 0.317 Passed(U898) 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/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available JUSTUS LUMBER COMPANY <br /> RANDY ZELLMAN <br /> 330 ELEVENTH AVENUE SOUTH, <br /> HOPKINS, MINNESOTA 55343 <br /> 612/938-2741 <br /> Copyright�2000 by Trus Joist,A Weyerhaeuser Business. TJ-BeamT"'is a trademark of Trus Joist. <br /> Microllam�is a registered trademark of Trus Joist. <br />