Laserfiche WebLink
C. 203608 GAR DR <br /> AIXeyerbetsertcs 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL <br /> TJ-Beam(TM)6.10 Serial Number 7003009804 <br /> PUser:age 1 Engin Vers04 ion: <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 <br /> 10' <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop 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) 520.0 240.0 0 To 10' Adds To <br /> Uniform(plf) Roof(1.25) 280.0 105.0 0 To 10' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 3.50" 3.50" 4100/1865/0/5965 L5 None <br /> 2 Wood column 3.50" 3.50" 4100/1865/0/5965 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) 5766 -4436 10044 Passed(44%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 13935 13935 24878 Passed(56%) MID Span 1 under Roof loading <br /> Live Load Defl(in) 0.191 0.322 Passed(11606) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.279 0.483 Passed(11416) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:U360,TL:U240). <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 /> -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 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.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 Weyerhaeuser Busin.r, <br /> Parallam0 is a registered trademark or Tors Joist. <br />