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202392 GAR <br /> 11YC 3 Pcs of 1 3/4" x 18" 2.0E Para!tarn® PSL <br /> TJ-Beam(TM)6.05 Serial Number:7002001601 <br /> User.2 1223/02 6:56:50 AM <br /> Page 1 Engine Version_1-5.12 THIS PRODUCT MEETS OR-EXCEEDS-THE-SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 25'6" <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) 54.0 20.0 0 To 25'6" Adds To <br /> Point(lbs) Floor(1.00) 0 9597 3 9" - <br /> Point(lbs) Floor(1.00) 0 1519 3'9" - <br /> Point(lbs) Roof(1.25) 613 230 19'3" - <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" 1345/10457/0/11802 L1:Blocking 1 Pty 13/4"2.0E Paraltam®PSL <br /> 2 Microllam LVL beam 5.25" 5.25' 1665/2534/0/4199 Al:Blocking 1 Ply 1 3/4"2.0E Parafiam®PSL <br /> -See TJ SPECIFIER'S 1 BUILDERS GUIDE for detail(s):L1:Blocking,A1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 11753 10332 16443 Passed(63%) Lt_end Span 1 under Dead loading <br /> Moment(Ft-Lbs) 39490 35497 5894x. Passed.(60%} MID Span 1 under_Dead loading <br /> Live Load Deft(in) 0.214 0.622 Passed-(U999+) MID Span t under Roof-loading <br /> Total Load Deft(in) 0.864 1.244_ Passed(L/346) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/480,TL:L240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"oft 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 <br /> BLAINE,MN 55449 <br /> Phone J63-780.8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright © 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® and Microllam® are registered trademarks ofTrusJoist. <br />