Laserfiche WebLink
.k 203608 DINETTE FRENCH DR <br /> linieAWeverhaeuscr0asincc+ 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL <br /> TJ-Beam(TM)6.10 Serial Number:7003009804 <br /> User 1 ngineVersio:58PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page 1 Engine Version:1.10-3 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 4 <br /> a 13.8" <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width: 1' <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Floor(1.00) 120.0 45.0 0 To 13'8" Adds To <br /> Uniform(plf) Roof(1.25) 240.0 90.0 0 To 13'8" Adds To <br /> Point(Ibs) Floor(1.00) 0 2558 13'5" - <br /> SUPPORTS: <br /> Input Searing Vertical Reactions(lbs) Detail Other <br /> Width Length LivelDead/UpliftiTotal <br /> 1 Wood column 5.25" 5.25" 2733/1114/0/3847 L5 None <br /> 2 Wood column 5.25' 5.25" 2733/3672/0/6405 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 3671 -3044 10044 Passed(30%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 11969 11969 24878 Passed(48%) MID Span 1 under Roof loading <br /> Live Load Defl(in) 0.290 0.435 Passed(U539) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.408 0.652 Passed(L/383) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDAR D(LL:L/360,TL:L/240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and <br /> stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ 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 Building Code UBC analyzing the TJ Distribution product listed above. <br /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST.NE <br /> SUITE 106 <br /> BLAINE,MN 55449 <br /> Phone:(763)780-8004 <br /> Fax :(763)780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright © 2003 };y ?'ns Joist, a Ideyarh, a-ger Hus ine=ss <br /> Parallam0 is a racistered trail,mark <.t Tru__ Joist. <br />