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� <br />' '--�.. <br />Multi-Loaded Beaml �—�:1 Ver. V4010657 <br />By: Impres�ion Design . on: 10�24-2005 <br />Projed: bladcbm - Locatlon: 4 piex unft C- Ik wdw hdr <br />Summary: <br />3.125 IN x 9.00 IN x 8.5 FT / 24F-V4 - VISUALLY GRADED WESTERN SPS - Dry Use <br />• Sedion Adequate By: 29.9% Controlflng Fador: MomeM of Inertfa <br />Deflectians: <br />Dead Load: DLD= <br />Live Load: LLD= <br />TotalL�ad: n-�= <br />End ReacGons(Le1l Side): <br />Live Load: RL1= <br />Dead Loed: RD1= <br />Total load: RT1= <br />End Reactions(Ripht Side): <br />Live Load: R�= <br />Dead Load: RD2= <br />Total Load: R�= <br />Bearinp Lenpth Reqd.(LeR) : BL1= <br />Bearinp Lenqth Reqd.(Right): BL2= <br />Cember Reqd.: �_ <br />Beam Data: <br />Span: �_ <br />Maximum Unbraced Spen: Lu= <br />Live Load Duretlon Fador: Cd= <br />Live Load Deflect. Crileria: U <br />Total Load Defled. Criteria: U <br />Camber Ad�ustment Fador. CAF= <br />Unifortn Load: <br />Live Load: �_ <br />Dead Load: �_ <br />Beam Sel( Weight: BSW= <br />Tolal Load: WT= <br />Concentrated Load P1: <br />Live Load: PL1= <br />Deed load: P��= <br />Total Load: PT1= <br />Loca6orr. x�= <br />Unifonn Load (Partially Distributed): <br />Live Load: wL PD= <br />Dead Load: � P�= <br />Tote� Load: wT_PD= <br />Load Stert: A= <br />Load End: 6= <br />Load LenAth: �_ <br />Propertles For: 24F-V4- VISUALLY GRA�ED WESTERN SPS <br />Bendinq Stress: Fb= <br />Shear Stress: Fv= <br />Modulus of Elasticity: �_ <br />Stress Perpendicular to Grain: <br />Adjusted Properties: <br />, Fb' (fension): <br />Adjustmenl Fodors: Cd=1.15 CI=0.96 <br />Fv': <br />Adiustment Facrors: Cd=1.t5 <br />Oesign Requirements: <br />Maximum Moment: <br />3.988 FT From LeR Support <br />Shear ((� d from beam end): <br />Comparisons With Required Sedions: <br />Sedion Modulus: <br />Area: <br />Momenl of Inertia: <br />Ey= <br />Fc,perp= <br />Fb'= <br />0.09 IN <br />0.13 IN = U802 <br />022 IN = U�88 <br />1087 LB <br />885 LB <br />1932 LB <br />1492 LB <br />1732 L8 <br />2825 LB <br />0.95 IN <br />1.29 IN <br />0.14 IN <br />8.5 FT <br />8.5 FT <br />1.15 <br />180 <br />360 <br />1.5 X DLD <br />7 PLF <br />83 PLF � <br />7 PLF <br />97 PLF <br />B59 LB <br />337 LB <br />7190 LB <br />325 FT <br />313 <br />172 <br />485 <br />3.25 <br />8.5 <br />5.25 <br />2400 <br />190 <br />1800000 <br />1800000 <br />850 <br />PLF <br />PLF <br />PLF <br />� <br />FT <br />FT <br />PSI • <br />PSI <br />PSI <br />PSI <br />PSI <br />2637 PSI <br />Fv'= 219 P51 <br />M= <br />� <br />5925 FT-LB <br />2189 LB <br />Srea= 27.0 IN3 <br />S= 42.1 IN3 ' <br />Areq= 15.1 IN2 <br />A= 28.1 IN2 <br />Ireq= 7462 IN4 <br />1= 189.8 IN4 <br />