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- �� �J� /�� 206237 BSMT STAIR <br /> TJ-Beam�6`20SerialNu"m��`���g"�` 2 Pcs of 1 3/4" x 9 1/2" 2.OE Parallam� PSL <br /> �'g�, ���7015:�� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> ' Pa�1 Engine Version:6.20.16 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> . <br /> � � <br /> � <br /> a��•.�� <br /> P�ochkt[►iagr��is Conceptuai. <br /> LOADS: <br /> Analysis is for a Header(Fiush Beam)Member. Tributary Load Width: 1' <br /> Primary Load Group-Residential-Living Areas(ps�:40.0 Live at 100�o duration,15.0 Dead <br /> Verrtiical loads: <br /> Type Class Live Dead Location Application Commerrt <br /> Uniform(pl� Floor(1.00) 507.0 190.0 0 To 2'4" Adds To <br /> Uniform(pt� Floor(1.00) 507.0 325.0 Q To 2'4" Adds To <br /> Point(fbs) Floo�(1.00) 0 5480 2" - <br /> Point(Ibs) Floor(1.00) 0 4757 2'2" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length l.iveNeadNpllfUTota1 <br /> 1 Steel column 3.50" 2.80" 1230!6110/0/7340 L5 None <br /> 2 Steet column 3.50" 2.52" 1230/5387/0/6617 l5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Desfgn CoMrol CoMrol Location <br /> Shear(Ibs) 1594 -133 6428 Passed(2%) Rt end Span 1 under Floor toading <br /> Moment(Ft-Lbs) 797 797 13057 Passed(6%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.003 0.050 Passed(U999+) MID Span 1 under Ftoor loading <br /> Total Load Defl(in) 0.004 0.050 Passed(U999+) MID Span 1 under Floor loading <br /> -0eflection Criteria:Specified(LL:UA80,TL:U480). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> ADDfT10NAL NOTES: <br /> -IMPORTANT! The analysis presented is output from soflware developed by Trus Joist(TJ). TJ warrants the sizing of its producfs hy this softw�are will be <br /> acxomplished in accordance with TJ product design criteria and code accepted design values. The speaFc product application,input design loads,and <br /> stated dimensions have been provided by the sofiwane user. This output has not been revieweci by a TJ Associate. <br /> -Not all products are readity avaitable. Chedc with your supplier or TJ technical repre.sentative for product availability. <br /> -THIS RNALYSIS FOR TRt1S JOIST PRODUCTS ONLY! PRODUCT SUBST17UT10N 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 SPECIFtER'S/BUILDER'S GUIDES for mui6ple 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 /> dfpplanningde.Sign@visi.com <br /> Copyriqht c�i 2005 by Trus Soist, a Weyerhaeuser Huslness <br /> Parallam6o is a reqistered [rademark of Trus Joist. <br />