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t <br />MuItFLoeded Besml `1 Ver. W010857 <br />er: i� � . oo: iaz�zoos <br />P� o1ed: bladcbm - Locatlon: 4 piex unR C- flreplace wdw hdr <br />S immary3.50 IN x 5.50 IN x 3.5 FT !#Z - DOUGLAS FIR-LARCH - Dry Use <br />Seaion Adequate By:13.3% ConUdNng Fador. Aree <br />Defledinns: <br />Dead Load: <br />Live Load: <br />Totel Loed: <br />End ReacHons(Left Side): <br />End Reaetbns(RipM Ske): <br />Bearinp LenSlth Reqd.(LeR) : <br />Bearing Length Reqd.(Right): <br />8eam Oata: <br />Spen: <br />Maximum Unbraced Span: <br />Live Load Duration Fador: <br />Live Load Oelled. Criteria: <br />Total Loed Deflect. Criteria: <br />UnHortn Loed: <br />LNe Loed: <br />Dead Load: <br />Beam Self Weight: <br />Tolal Load: <br />ConceMrated Load P1: <br />Live load: <br />Dead Load: <br />Total Load: <br />Locetion: <br />Uniform Load (Pe�tielly Distributed): <br />l.ive Loed: <br />Dead Load: <br />Totel Load: <br />Load SteA: <br />Load End: <br />Load Lenalh: <br />PtoFerties For: N2- DOUGLAS FIR-LARCH <br />Bendmp Stiess: <br />Shear Stress: <br />Modulus of ElasticiN: <br />Stress Perpendicular to Grain: <br />Adjusted PropeAies: <br />Fb' (Tenslonl: <br />Adjustment Factors: Cd=1.15 CI=1.00 Cf=1.30 <br />Fv': <br />' Adiustment Fadors: Cd=1.15 <br />Design Requirements: <br />Maximum Moment: <br />2.25 FT From Left Support <br />Shear ((� d from beam end): <br />Comparisons With Required Sections: <br />Section Madulus: <br />Area: <br />Moment of Inertia: <br />DLO= 0.02 IN <br />LLD= 0.03 IN = U1880 <br />TLD= 0.04 IN � U1041 <br />RL1= 798 <br />RD7= 534 <br />RT1= 133� <br />RI2= '!9U <br />RD2= 491 <br />RT2= 1281 <br />8L7= 0.81 <br />BL2= 0.59 <br />L= 3.5 <br />Lu= 3.5 <br />Cd= 1.15 <br />U 380 <br />U 240 <br />wL= 7 <br />w� 83 <br />BSW= 5 <br />wT= 95 <br />PL1= 859 <br />PD1= 337 <br />PT1= 1190 <br />X1= 2.25 <br />wL PD= 313 <br />wD PD= 172 <br />wT PD= I85 <br />— A= 0.0 <br />B= 2.25 <br />C= 225 <br />LB <br />LB <br />L8 . <br />LB <br />LB <br />LB <br />IN <br />IN <br />� <br />FT <br />PLF <br />PLF <br />PLF <br />PLF <br />LB <br />LB <br />LB <br />� <br />PLF <br />PLF <br />PLF <br />FT <br />FT. <br />� <br />Fb= 875 PSI <br />Fv= 95 PSI � <br />E= 1600000 PSI <br />Fc�erp= 625 PSI <br />Fb'= 1303 PSI <br />FY= 109 PSI <br />M= 1527 FT-LB <br />V= 1238 LB <br />Sreq= 74.1 IN3 <br />S= 77.8 IN3 <br />Arep= 17.0 IN2 <br />A= 19.2 IN2 ' <br />Ireq= 112 IN4 <br />1= 48.5 IN4 <br />