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204172 BED 2 WDW <br /> AWeye[(merser Business 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL <br /> TJ-Beam(rM)6.10 Serial Number:7003009804 <br /> User 1 3/15/2004 11:26:27 AM <br /> Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0/12 Roof SlopeO/12 <br /> 0 C <br /> b 7' 'i <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Roof(psf):20.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Roof(1.25) 710.0 266.0 0 To 7' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 5.25" 5.25" 2555/1020/0/3575 L1:Blocking 1 Ply 1 3/4"x 91/2"2.0E Parallam®PSL <br /> 2 Wood column 5.25" 5.25' 2555/1020/0/3575 L1:Blocking 1 Ply 1 3/4"x 91/2"2.0E Parallam®PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 3256 -2319 8035 Passed(29%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 5189 5189 16321 Passed(32%) MID Span 1 under Roof loading <br /> Live Load Defl(in) 0.067 0.213 Passed(L1999+) MID Span 1 under Roof loading <br /> Total Load Deft(in) 0.094 0.319 Passed(L/815) MID Span 1 under Roof loading <br /> -Deflection Criteria:STAN DARD(LL:L/360,TL:L240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ok unless detailed otherwise. Proper attachment and positioning of lateral <br /> 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(TJ). TJ warrants the sizing of its products by this software will be <br /> accomplished in accordance with 7J 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/BUILDERS 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 i VISI.COM <br /> Copyright O 2003 by Trus Joist, a Weyerhaeuser Business <br /> Parallam(9 is a registered trademark of Trus Joist. <br />