Laserfiche WebLink
203608 PORCH <br /> Vimirkveuserls 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL <br /> TJ-Beam(T.4)6.10 Serial Number:7003009804 <br /> PUser:age 1 Engine <br /> Vers04 ion:1.149 0 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page 1 Engine Version:1.10.3 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0/12 Roof SlopeO/12 Overall Dimension:14' <br /> 1- <br /> 2'H 13'8" 21N <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 14' Adds To <br /> Point(lbs) Roof(1.25) 0 660 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" 1190/559/01l749/559/0 L5 None <br /> 2 Wood column 5.25" 5.25" 1190/1241 /0/2431 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) -1674 -1420 8035 Passed(18%) Rt.end Span 1 under Roof ADJACENT span loading <br /> Moment(Ft-Lbs) 5415 5415 16321 Passed(33%) MID Span 1 under Roof ALTERNATE span loading <br /> Live Load Defl(in) 0.247 0.441 Passed(L/644) MID Span 1 under Roof ALTERNATE span loading <br /> Total Load Defl(in) 0.359 0.661 Passed(U442) 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:0200"). <br /> -Right Overhang:(LL:0.200",TL:0.200"). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c 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 ® 2003 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a register+:d tradVmaiP cif Trus ito3'. <br />