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B'LUELINX CORPORATION Brad Overby a Nov 2009 9:38 am <br /> 2871 w service rd,St.Paul,mn.55121- (612)803-1580 <br /> FASTBeam@ Engirwering Analysis 01996-2008 Georgia-Pacific Corporation Version:9.0 <br /> Project: <br /> Mark#: #3 dining header <br /> Usage: Beam(Floor) Spacing(in.): 0.0 <br /> Max Dell: LL=LIM TL=1-/240 <br /> 3.0",625 psi 3.0",625 Psi <br /> r 0" <br /> LOADS Project Design Loads:Floor:Lkv=40 psf Dead-=15 pat, <br /> Uva+Dead LdM Uve Ld(L) UW Locallore <br /> it Shape @Start @End @Stwt @End Span# Starts Ends Addillonal Info <br /> 1 UWftn1(plf) 200 145 100% 0 0V 8.0' <br /> Ud**M(plf) 9 0 0 0 8'W Seff Weight <br /> awwwions measured flan left end when sparâ–º#is 0,otherwise,from left end of Um onfred span. <br /> SUPPORTS(lbs) <br /> 1 2 <br /> Max R n 836 836 <br /> MM R n 254 254 <br /> DL Irn 254 254 <br /> Min Brg(in.) 1.50 1.50 [Based on gearing stress below] <br /> Br9 psi) 625 625 <br /> DESIGN <br /> Value Span X Group Allow LDF natio <br /> V(bs) 644 1 a T 21 6318 100% 0.10 <br /> Np4bs) 1672 1 4'W 21 13056 100% 0.13 <br /> Lub9ft) 836 0 0'W 21 6562 0.13 See Nate#4 <br /> RgbKbs) 836 0 V W 21 6562 0.13 See None#4 <br /> LLDsfl(in.) 0.03 1 4'V 21 027 U3113 <br /> 1LDefl(in.) 0.04 1 4'0' 21 0.40 U2167 <br /> USE: GPLAM 2.0E 1.75x 9.50"2 Plies Grade,DWM,Plies selected b1'User <br /> GP LAM tm Georgia-Pacific Wood Products, LLC <br /> NOTES: <br /> 1.Designed in accordW xv witiu Mahone/Design Specifications for Wood Consftedon and applicable Approvals or Research Reporla. <br /> 2 Provide f W depth lateral support at aN bearing locations.Allowable positive moment Is cslculslsd based on top edge wflh continuous <br /> lateral support <br /> 3 Loads have baso Input by the user and have not been vwflifed by Georgia-Pa Wbod products LLQ <br /> A This reaction is based on the comblâ–ºation of bads 6 duradon factors tinct produces tine highest stress raft and may be less than <br /> max%mm reaction.Therefore,when reaction values ane required;,use Max RU hvm Supports'seeftn above. <br /> S Bowfey hngM basad on design rnnatsr W support nm>rriar ca pacify shat be ver~My others). <br /> 6-Whan required by true bullding code;a reglso desllpn ProftsaJonal or buHdit ot11chd should verify the kWW bads andproduct <br /> 4WHcadion- <br /> 7.This aukneared bm wprodw:t has bear-sized for residenllof use.A concerdmisd bad check per On buNding codes must be performed <br /> for commarcid uses <br /> &For beams with bads appNed equally to both pffw,eltlwr top or side baded wall plies togedw wfth 2 rows of 16d nalls Q 12' <br /> arc(are row 2'liom lop,one row 2-from bottom). <br /> I For beams with bads not applied mWaNy to all pHs%refer to Fasterdig for Side-Loaded,Afuflo e-Plece Members <br /> In the GP Efgb W Lumbar Rest wWW Flow 6 Roof Systems product Guide. <br /> 10 Analysis valid for d7-use only(less dWm 16%rnolslure conle". <br /> 11.Con*wW,product or brand names reffvmnced are hadsmanhs wregislered 6adsmanls of theirrespeed w owners. <br /> 12 For explanation of GROUP, to w;pandfed prkdout <br />