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iWi203608 BSMT STAIRS <br /> -ARnerhaeucerBusiness 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL <br /> Tf-BeamaNil 6.10 Serial Number 7003009804 <br /> User.1 1/22/2004 8:46:07 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 /> t <br /> ti _ 7C <br /> 18'1" <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush 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 /> Uniforrn(pif) Floor(1.00) 64.0 24.0 0 To 18'1" Adds To <br /> Point(lbs) Fioor(1.00) 0 1478 15'3" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/DeadlUplift/Total <br /> 1 Wood column 5.25" 5.25" 940/683/0/1624 L5 None <br /> 2 Wood column 5-25" 5.25" 940/1735/0/2675 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) -2626 -2452 8035 Passed(31%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 7952 7952 19902 Passed(40%) MID Span 1 under Floor loading <br /> Live Load Deft(in) 0.234 0.436 Passed(L/897) MID Span 1 under Floor loading <br /> Total Load Dell(in) 0.478 0.873 Passed(U438) MID Span 1 under Floor loading <br /> -Deflection Criteria: STANDARD(LL:U480,TL:U240). <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 0 2003 by Trus Joist, a Weyerhaeuser Busier <br /> ParallemS is a registered trademark of Tree. Joist. <br />