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203608 PORCH <br /> .A\l'{ryerhneuur business 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL <br /> TJ-Beam(TM)6.10 Serial Number:7003009804 <br /> User:1 1/21/2004 4:22:22 PM <br /> Page Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0/12 Roof Slope0112 Overall Dimension:2T <br /> rig o! 0 <br /> T6 13'8" 3 8' 2d <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' <br /> Primary Load Group-Roof(psf):20.0 Live at 125%duration, 15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Roof(1.25) 150.0 56.0 0 To 13'10" Adds To <br /> Uniform(plf) Roof(1.25) 230.0 86.0 13'10"To 22' Adds To <br /> Point(lbs) Roof(1.25) 0 1929 2" - <br /> Point(lbs) Roof(1.25) 0 1015 13'10" - <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" 1003/2440/0/3443 L5 None <br /> 2 Wood column 5.25" 5.25" 2748/2234/0/4982 L5 None <br /> 3 Wood column 5.25" 5.25" 827/305/0/1132 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) -1990 -1736 8035 Passed(22%) Rt.end Span 1 under Roof ADJACENT span loading <br /> Moment(Ft-Lbs) -4462 -4462 16321 Passed(27%) Bearing 2 under Roof ADJACENT span loading <br /> Live Load Defl(in) 0.152 0.448 Passed(U999+) MID Span 1 under Roof ALTERNATE span loading <br /> Total Load Defl(in) 0.207 0.672 Passed(L/781) MID Span 1 under Roof ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(LL:U360,TL:U240).Additional checks follow. <br /> -Left Overhang:(LL:0.200",TL:0.200"). <br /> -Right Overhang:(LL:0.200",TL:0.200"). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ofc 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 and adjacent member pattern loading. <br /> -Design assumes adequate continuous lateral support of the compression edge. - <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 /> Copyright 0 2003 by Trus Joist, a Weverhaauser Business <br /> Parallamm is a registered trademark of Tins Joist. <br />