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TitiAtlehtBONUS RM <br /> r,, „,�„„l6_� ,H„„, Bu 2 Pcs of 1 314"x 91/2" 2.0E Parallam®PSL <br /> Page 918/03 1:45:05 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:ti/fi Roof Slopetifl2 <br /> • <br /> 2 <br /> All dimensions are horizontal. Product.Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> rnmary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Uve Dead Location Application Comment <br /> Unifonn(plf) Roof(1.25) 540.0 203.0 0 To 8'8" Adds To <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" 2513/990/0/3503 L1:Blocking 1 Ply 1 3/4"2.0E Paraliam®PSL <br /> 2 Wood column 5.25" 5.25' 2513/990/0/3503 L1:Blocking 1 Ply 1 3/4"2.0E Paraliam®PSL <br /> -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 3250 -2509 8035 Passed(31%) Rt.end Spew'under Roof loading <br /> Moment(Ft-Lbs) 6535 6535 16321 Passed(40%) MID Span 1 under Roof loading <br /> Live Load Defl(in) 0.125 0.268 Passed(U770) MID Span 1 under Roof loading <br /> Total Load Def(in) 0175 0.402 Passed(L/552) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:t1240)_ <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"ofc unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the siting of its products by this software will be <br /> accomplished in accordance with TJ product design criteria and code accepted design value. 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:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN?�VISI.COM <br /> copyright @ 2002 by Trus Joist, a Weyerhaeuser Business <br /> ParallamO is a registered trademark of Trus Joist. <br />