Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
BM 1-1
COMPANY WhetstoneEngineering Nov.17,201112:48 PROJECT Sharp-SweeneyResidence EmersnWay,Northampton(Lot#55) KohlConstuction BM1-1.wwb DesignCheckCalculationSheet Sizer2004a LOADS (lbs,psf,orplf): LoadTypeDistributionMagnitudeLocation[ft]Pat- StartEndStartEndtern D1DeadFullArea12.00(11.50)*No L1LiveFullArea40.00(11.50)*No *TributaryWidth(ft) MAXIMUMREACTIONS(lbs)andBEARINGLENGTHS(in): 11'-6"20'-6"0' Dead6831945446 Live209659651369 Total278079101815 Bearing: LCnumber222 Length1.062.641.00 Cb1.001.141.00 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=131Fv'=285fv/Fv'=0.46Bending(+)fb=924Fb'=2492fb/Fb'=0.37 Bending(-)fb=1221Fb'=2576fb/Fb'=0.47LiveDefl'n0.10=<L/9990.29=L/4800.36 TotalDefl'n0.15=L/8960.58=L/2400.27 ADDITIONALDATA: FACTORS:FCDCMCtCLCVCfuCrCfrtCiCnLC# Fb'+26001.00-1.000.9581.00-1.001.00--2 Fb'-26001.00-1.000.9901.00-1.001.00--2 Fv'2851.00-1.00----1.00-1.002 Fcp'750--1.00----1.00--- E'1.8million-1.00----1.00--2 Bending(+):LC#2=D+L,M=6334lbs-ft Bending(-):LC#2=D+L,M=8368lbs-ft Shear:LC#2=D+L,V=4235,Vdesign=3631lbs Deflection:LC#2=D+LEI=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.