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1 'Inxi '202397 LAUN WDW <br /> TJ-Beam(TM)6.05 Serial berT7O�r7002001601 2 Pcs of 1 314 x 91/2 2.0E. Parallam® PSL <br /> User 2 12123/02 9:31:52 AM <br /> Page 1 Ergine Version:1_6.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR-THE APPLICATION AND-LOADS LISTED <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) 240.0 90.0 0 To 3' Adds To <br /> Uniform(plf) Roof(1.25) 160.0 60.0 0 To 3' Adds To <br /> Uniforrn(plf) Roof(1.25) 620.0 353.0 7 3"To 3' Adds To <br /> Point(lbs) Roof(1.25) 0 3269 7 3" - <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" 685 t 879/0/1564 L5 None <br /> 2 Wood column 525" 5.25" 1100/3180/a/4280 L5 None <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -3784 740 6428 Passed(12%) LLend Span 1 under Floor loading <br /> Moment(Ft-Lbs) 1504 1269 11751 Passes 11%) MID Span 1 under Dead.loading <br /> Live Load Deft(in) 0.002 0.079 Passed(Lt999+) MID Span t under Roof loading <br /> Total Load Defl(in) 0.006 0.119 Passed(L1999+) _MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LLL/360,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"o/e 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 t BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANN INGDESIGN@VISI.COM <br /> Copyright 0. 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />