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• ,r ,� GAR DR <br /> TJ-Beerh"'w5.45 SerialNumtxr.7000005055 2.Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> BEAMUSA 1111.6/12/00 4:3551 PM <br /> Pape 1 of i ' Build Code:124..'. <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET-DESIGN CONTROLS FOR THEAPPLICATION AND LOADS LISTED <br /> - - Member Slope:0 Root Slope:0 . <br /> i <br /> • <br /> =-gin. <br /> ° 10' a • <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> _LOADS:_ - <br /> {inalysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' • <br /> Leads(psf)40 Live at 125°k duration,15 Dead,and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniforitt(plt). Rontc1.25) 1&Q 68- _._.01115'.3!'.: ' `Add1s to <br /> Uniform(plf) Roof(1.25) 673 252 5'3"to 10' Adds to <br /> Point(Ibs,) • Racf(1.25) Cr 2558 5'3" 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 ` • 1636/1874/3509 Detail R1 SB Shear Blocking <br /> 2• Column 3.:50"- 3:5"- Right Face • 290672480"/5386- • Uetail'R1 SB Shear Blocking <br /> •-See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):'R1. <br /> DESIGNIXthLTROLS: ' <br /> MAXIMUM DESIGN _ CONTROL CONTROL ' LOCATION . . <br /> Shear(Ib)_. 5221 4315 - `: 7897..• Passed(55%). ; Rt_end Span 1 under Roof loading <br /> Moment(ft-lb) 13541 13541 16445 ': Passed(82%).:•'-MID Span 1 under Roof loasiing <br /> Live Defl.(in).'• ' 0.194 0.322 Passed(U598) MID Span 1 under Roof loading. - <br /> Total Defl.(in)• _ 0.457. .- 0.483 = Passed(U254) MID Span 1 under Roof loading • <br /> Deflection Criteria:STANDARD(LL: U360,TL:L/240)- <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced-at 2'.8"'o%unless detailed otherwise: Proper attachment and <br /> pgsitioning-of Iateralbracing_isregitired to achieve member stability_ <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITIONAL Nt1TES:. <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its productsby <br /> this.software will be`accomplished in accordance withTrusJoist product.design.criteria_and code accepted.design values. Thecific <br /> product application,input design loads,'and stated dimensions have been provided by the software user. This output has not bee <br /> • reviewed by a Trus Joist Associate. <br /> -Not all products are readily available. Check with your supplier or Trus Joist technical representative forproduct 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 /> • <br /> • <br /> PRTIJECT NFDR14TATfDN 0 PERATORINFORICTATIQN: • <br /> No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY. 10 NE ARDEN HIL-LS,MN , <br /> 651-f 38-68A9 <br /> - •651-638-1412 • <br /> Copyright©2000 by Trus Joist,A Weyerhaeuser Business. 7J-Beam1'is a trademark of Trus Joist. <br /> Microilarri is a registered trademark of Trus Joist <br />