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12402 19TH AVE SE 2016-01-01 MF Import
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12402 19TH AVE SE 2016-01-01 MF Import
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Last modified
4/2/2017 2:06:18 PM
Creation date
4/2/2017 2:06:11 PM
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Address Document
Street Name
19TH AVE SE
Street Number
12402
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� �. <br /> Uniformly Loadad Roor Baem [94 UBC(91 �:DSII Ver. 3.OE <br /> By: BUILDING DEPARTMENT , CITY OF EVERE7T on: 11A7-7996 <br /> Project: LoeeUon: <br /> Beam Data: <br /> Span: L= 8.0 FT <br /> Maximum Unbnced Span: Lu= 0 FT <br /> Live Loed Detlect. Crkerie: L/ 360 <br /> Tatel Load Daflect. Crke�is: LI 240 <br /> Floor Loeding: <br /> Floor Deed Load: FDLm 40 PSF <br /> Side One: Floor Live Load: FCLL11)� 10 PSF <br /> Tributary Loed SpanlSfds Onel: FTM����� �•5 FT <br /> Side Two: Floor Uve Load: FCLL121= 10 PSF <br /> Tributery Loed SpanlSide Twol: FTW�Z)� �•5 FT <br /> Live Load Duredon Fector: FDF= 1.00 <br /> Well Loed: WL= 58 PLF <br /> Average Uniform Live Load: FLLeve= 10 PSF <br /> Beam Losding: <br /> Beam Totel Live Loed: gLL= 750 PLF <br /> Beam Setf Weight: BSW= 15 PLF <br /> Beem Total Dead Loed: TDL= 871 PLF <br /> Total Maximum Loed: TML= 821 PLF <br /> Controlflng Totel Deaign Load: CTL= 821 PLF <br /> Propertlee For:#�2-DOUGLAS FIR•LARCH <br /> Bending SVess: Fb= 875 PSI <br /> Sheer Stresa: Fv= 96 PSI <br /> Modulus of Elesticity: E= 1600000 PSI <br /> Streaa Perpandtculer to Grain: Fc perp= 825 PSI <br /> Adjusted Propsrtiss <br /> Fb' ITensionl: Fb'= 875 PSI <br /> Adjustment Factors: Cd=7.00 CI=1.00 <br /> Fv': Fv'= 96 PSI <br /> Adjuatment Fectoro: Cd=1.00 <br /> Design Ftequirements: <br /> Maximum Moment: M= 8373 FT LB <br /> Shear(@ d from beem endl: V� 2926 LBS <br /> Comperisons With Required Sectians: <br /> Section Modulus: Sreq= 715 IN3 <br /> S= 118 IN3 <br /> Area: Areq= 47 IN2 <br /> A= 61 IN2 <br /> Moment of Inertia: Ireq= 169 IN4 <br /> 1= 652 IN4 <br /> Section Adequete By: 2 % Controlling Factor: Section Modulus <br /> Deflections: <br /> Dead Load: DLD= 0.09 IN <br /> Live Load: LLD= 0.02 IN = L/5093 <br /> Total Loed: TLD= 0.12 IN = L/930 <br /> Reactions (Each Endl: <br /> Live Load: LL= 875 LBS <br /> Dead Loed: DL= 3020 LBS <br /> Total Load: TL= 3695 LBS <br /> Bearing Length Reqd.: BL= 1.07 IN <br /> Summary: 5.50 x 17.25 tl2 - DOUGLAS FIR-LARCH - Dry Use <br />
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