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BED 4 WOW <br /> TJ-Beam <br /> ; ,5.4";Z Number.7000005055 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> BEAMUSA 1111 8/13/00 9:57:47 AM <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 /> r t <br /> /7 Z- <br /> 0 5'8" <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(pif) Roof(1.25) 180 68 Oto 2'6" Adds to <br /> Uniform(plf) Roof(1.25) 680 255 2'6"to 5'8" Adds to <br /> Point(lbs.) Roof(1.25) 0 2805 2'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 5.25" Left Face 1027/2000/3027 Detail R1 SB Shear Blocking <br /> 2 Column 525" 5.25" Right Face 1803/1919/3722 Detail R1 SB Shear Blocking <br /> • <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) 3410 2644 • 7897 Passed(33%) ._' Lt end Span 1 under Roof loading <br /> Moment(ft-Ib) 5662 4092 11840 Passed(35%) . MID Span 1 under Dead load <br /> Live Defl.(in) 0.021 0.168 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.065 • 0.252 ` Passed(U928) MID Spani under Roof loading <br /> Deflection Criteria:STANDARD(LL:U360,TL:L1240). ." <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 /> • <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 /> • <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 /> Copyright 0 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Beam"'is a trademark of Trus Joist. <br /> Microllarn®is a registered trademark of Trus Joist <br />