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RDGBM R-2
COMPANY WhetstoneEngineering Nov.17,201111:51 PROJECT Sharp-SweeneyResidence EmersnWay,Northampton(Lot#55) KohlConstuction RDGBMR-2.wwb DesignCheckCalculationSheet Sizer2004a LOADS (lbs,psf,orplf): LoadTypeDistributionMagnitudeLocation[ft]Pat- StartEndStartEndtern D1DeadFullArea12.00(11.00)*No S1SnowFullArea40.00(11.00)*No *TributaryWidth(ft) MAXIMUMREACTIONS(lbs)andBEARINGLENGTHS(in): 20'-6"0' Dead16011601 Live45104510Total61116111 Bearing:LCnumber22 Length1.551.55 LVLn-ply,1.8E,2600Fb,1-3/4x16",3-Plys SelfWeightof24.21plfautomaticallyincludedinloads; Lateralsupport:top=atsupports,bottom=atsupports;Loadcombinations:ICC-IBC; Analysisvs.AllowableStress(psi)andDeflection(in)usingNDS2001: CriterionAnalysisValueDesignValueAnalysis/Design Shearfv=95Fv'=328fv/Fv'=0.29 Bending(+)fb=1678Fb'=2818fb/Fb'=0.60 LiveDefl'n0.54=L/4530.68=L/3600.79 TotalDefl'n0.83=L/2961.02=L/2400.81 ADDITIONALDATA: FACTORS:FCDCMCtCLCVCfuCrCfrtCiCnLC# Fb'+26001.15-1.000.9061.00-1.041.00--2 Fv'2851.15-1.00----1.00-1.002 Fcp'750--1.00----1.00---E'1.8million-1.00----1.00--2 Bending(+):LC#2=D+S,M=31320lbs-ft Shear:LC#2=D+S,V=6111,Vdesign=5316lbsDeflection:LC#2=D+SEI=1075e06lb-in2/ply TotalDeflection=1.50(DeadLoadDeflection)+LiveLoadDeflection.(D=deadL=liveS=snowW=windI=impactC=constructionCLd=concentrated) (AllLC'sarelistedintheAnalysisoutput) DESIGNNOTES: 1.Pleaseverifythatthedefaultdeflectionlimitsareappropriateforyourapplication. 2.SCL-BEAMS(StructuralCompositeLumber):theattachedSCLselectionisforpreliminarydesignonly.Forfinalmemberdesigncontactyourlocal SCLmanufacturer. 3.SizefactorsvaryfromonemanufacturertoanotherforSCLmaterials.Theycanbechangedinthedatabaseeditor. 4.BUILT-UPSCL-BEAMS:contactmanufacturerforconnectiondetailswhenloadsarenotappliedequallytoallplys.