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144." WWOht. 203608 STAIR/MUD <br /> AWesterfiarncerBu802 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL <br /> TJ-Beam(TM)8.10 Serial Number:70030098044 <br /> PUser age <br /> Engine043on.11015 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page 1 Engine Version'1.10.3 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Overall Dimension:12' <br /> 11 1 <br /> .2.' b 6'10" <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 /> Uniform(plf) Floor(1.00) 720.0 270.0 0 To 3'6" Adds To <br /> Uniform(plf) Floor(1.00) 680.0 255.0 3'6"To 12' Adds 1 <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length LivelDeadlupllft!Total <br /> 1 Wood column 5.25" 5.25" 1877/559/0/2436 L5 None <br /> 2 Wood column 3.50" 3.50" 5263/2067/0/7330 L5 None <br /> 3 Wood column 5.25" 5.25" 2236/822/0/3058 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) 3939 2800 8035 Passed(35%) Lt.end Span 2 under Floor loading <br /> Moment(Ft-Lbs) -4363 -4363 19902 Passed(22%) MID Span 1 under Floor loading <br /> Live Load Deft(in) 0.028 0.163 Passed(L/999+) MID Span 2 under Floor ALTERNATE span loading <br /> Total Load Defl(in) 0.036 0.326 Passed(L/999+) MID Span 2 under Floor ALTERNATE span 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 /> -The load conditions considered in this design analysis include alternate member pattern loading. <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 /> Copyriaht G0 2003 by Trus Joist, a Weyerha,user Business <br /> Parallamt9 is a registered trademark of True Joist. <br />