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v204172 GRT RM WOW <br /> TJ-E3eam(fl)6.105eriaN�rh`e"se4 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL <br /> User 1 3!15/2004 1:50:17 PM <br /> Pagel Engine Version_1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 4 12' <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(ptf) Floor(1.00) 390.0 146.0 0 To 12' Adds To <br /> Uniform(0) Roof(1.25) 710.0 386.0 0 To 2'6" Adds To <br /> Point(lbs) Roof(1.25) 0 6003 2'6" - <br /> SUPPORTS: <br /> input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Tota' <br /> 1 Wood column 5.25" 5.25" 4206/6776/0/10982 L1:Blocking 1 Ply 1 314"x 11 7/8"2.0E Parallam®PSL <br /> 2 Wood column 5.25" 5.25" 2729/228010/5009 L1:Blocking 1 Ply 1 314"x 11 718"2.0E Parallam®PSL <br /> -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 10451 7943 8035 Passed(99%) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 19234 18060 19902 Passed(91%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.211 0.379 Passed(L/646) MID Span 1 under Roof loading <br /> Total Load Deft(in) 0.500 0.569 Passed(U273) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L240). <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 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />