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�f' 203608 MUD RM DR <br /> `fi � am® PSL <br /> p�mbr7003F09804 2Pcsof13/4" x91/2" 2.0EParall <br /> TJ-Beam(TM)6.10 Serial Number:7003009804 <br /> User:1 1!21/2004 3.59:59 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 <br /> 0 0 <br /> A-3.8•• 4 <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) 320.0 120.0 0 To 3'8" Adds To <br /> Uniform(plf) Roof(1.25) 760.0 405.0 0 To 1'6" Adds To <br /> Uniform(plf) Roof(1.25) 190.0 71.0 0 To 3'8" Adds To <br /> Point(lbs) Roof(1.25) 0 1828 1'6" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 5.25" 5.25" 1972/2025/0/3997 L5 None <br /> 2 Wood column 5.25" 5.25" 1185/1204/0/2389 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) 3393 1478 6428 Passed(23%) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 2668 2668 16321 Passed(16%) MID Span 1 under Roof loading <br /> Live Load Defi(in) 0.006 0.101 Passed(L/999+) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.016 0.152 Passed(L/999+) 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/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 C+ 2Gn 2nTrus ,Joist, a ltu:ane,_ <br /> Parallams is a r=aisterril trademark of Trus Joist. <br />