Laserfiche WebLink
//////''��]]�� e 18Garage Door Header <br /> TJ-Beam®6.25 Serial Number 700512 963 5 1/8" x 13 1/2" Glulam (24F - V4 DF) <br /> User:1 3/22/2007 11:16:03 AM <br /> Page 1 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Pvlembei slope:012 Poot Slope-12 <br /> All dimensions ala hoi izontal. Pi oduct Piaui.11 i is Conceptual. <br /> • LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width: 13' <br /> Primary Load Group-Snow(psf):25.0 Live at 115%duration, 17.0 Dead <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Stud wall 3.50" 2.37" 2925/2248 1 0/5173 By Others None <br /> 2 Stud wall 3.50" 2.37" 2925/2248/0/5173 By Others None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):By Others <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 5077 -4359 12731 Passed(34%) Rt.end Span 1 under Snow loading <br /> Moment(Ft-Lbs) 22424 22424 35805 Passed(63%) MID Span 1 under Snow loading <br /> Live Load Defl(in) 0.377 0.883 Passed(L/563) MID Span 1 under Snow loading <br /> Total Load Defl(in) 0.666 1.178 Passed(L/318) MID Span 1 under Snow loading <br /> . -Deflection Criteria:STANDARD(LL:L/240,TL:L/180). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 18'o/c unless detailed otherwise. Proper attachment and <br /> positioning of lateral 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 <br /> software will be accomplished in accordance with current code accepted design values. The specific product application,input design <br /> loads,and 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 /> -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. <br /> -The analysis presented is appropriate for Glulam beams. <br /> Operator Notes: <br /> 13'of trib load at 4:12 pitch <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> BUILDER: Pacific Garages Inc Oso Lumber Inc. <br /> PROJECT:Gadbois garage Phone: 360-925-4120 <br /> SALES: Gary Gray Fax :360-925-4179 <br /> PLAN:3-22-07 davidaldridge@osolumber.com <br /> JOB#: Beam Calc. <br /> Copyright ° 2006 by True Joist, a Weyerhaeuser Business <br /> TJ-Beams is a registered trademark of True Joist. <br /> Z:\Beam Ca1cs\Pacific Garages Gadbois Header.sms <br /> • <br /> S <br />