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FLSHBM 2-1
COMPANY WhetstoneEngineering Nov.17,201113:00 PROJECT Sharp-SweeneyResidence EmersnWay,Northampton(Lot#55) KohlConstuction FLSHBM2-1.wwb DesignCheckCalculationSheet Sizer2004a LOADS (lbs,psf,orplf): LoadTypeDistributionMagnitudeLocation[ft]Pat- StartEndStartEndtern D1DeadFullArea12.00(11.50)*No L1LiveFullArea40.00(11.50)*No D2DeadFullArea12.00(8.00)*No S1SnowFullArea40.00(8.00)*No *TributaryWidth(ft) MAXIMUMREACTIONS(lbs)andBEARINGLENGTHS(in): 11'-6"20'-6"0' Dead11213190732 Live266675861741 Total3787107752473 Bearing: LCnumber333Length1.443.731.00 Cb1.001.101.00 LVLn-ply,1.8E,2600Fb,1-3/4x11-7/8",2-Plys SelfWeightof11.98plfautomaticallyincludedinloads; Lateralsupport:top=atsupports,bottom=atsupports;Loadcombinations:ICC-IBC; Analysisvs.AllowableStress(psi)andDeflection(in)usingNDS2001: CriterionAnalysisValueDesignValueAnalysis/Design Shearfv=179Fv'=328fv/Fv'=0.54Bending(+)fb=1259Fb'=2831fb/Fb'=0.44 Bending(-)fb=1663Fb'=2957fb/Fb'=0.56 LiveDefl'n0.13=<L/9990.29=L/4800.46 TotalDefl'n0.21=L/6430.58=L/2400.37 ADDITIONALDATA: FACTORS:FCDCMCtCLCVCfuCrCfrtCiCnLC# Fb'+26001.15-1.000.9461.00-1.001.00--3 Fb'-26001.15-1.000.9881.00-1.001.00--3 Fv'2851.15-1.00----1.00-1.003 Fcp'750--1.00----1.00--- E'1.8million-1.00----1.00--3 Bending(+):LC#3=D+.75(L+S),M=8628lbs-ft Bending(-):LC#3=D+.75(L+S),M=11400lbs-ftShear:LC#3=D+.75(L+S),V=5769,Vdesign=4947lbs Deflection:LC#3=D+.75(L+S)EI=440e06lb-in2/plyTotalDeflection=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.