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M2198 FOYER WDW <br /> U-Bee �nAM02Se " .�7o'oZoo,� 60 <br /> tn3 Pcs of 1 3/4" x 91/2" 2.0E Parallam® PSL <br /> User.2 sn 1A2 3:50:29 PM <br /> PW1 ftineVemiw:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1 2 <br /> Produd DhWam is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:l' <br /> Primary Load Group-Residential-Living Areas(pef):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br />. r Point(lbs) Floor(1.00). 0 10958 1'6" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Detail Other <br /> Width Length LIve(Dead/uplM ITotai <br /> 1 Wood column 5.25" 5.25" 80/7140/0/7220 L5 None <br /> 2 Wood column 3.50" 3.5(" 74/3936/0/4010 L5 None <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear Obs) 7197 7102 8678 Passed(82%) Lt.and Span 1 under Dead loading <br /> Moment(Ft-Lbs) 8497 8446 17627 Passed(48%) MID Span 1 under Dead loading <br /> Live Load Def!(m) 0.000 0.112 Passed(L1999+) MID Span 1 under Floor loading <br /> Total Load Deft(in) 0.034 0.168 Passed(L1999+) MID Span 1 under Floor loading <br /> -Demotion Criteria:STANDARD(LL:L/360,TL:L240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 it 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 bads,and <br /> stated dimensions have been provided by the software user. This output has riot 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 SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514M6.6889 <br /> Fax :6514538-1412 <br /> PLANNINGDESIGN@ EMAI L.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />