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� <br />Mulli-Loeded Besmf 1 Ver. V4010857 <br />By: Impresswn Design . on:10.24-2005 <br />Proiecl: bladcbm - Location: � plez unil C- din dr hdr <br />Summery: <br />3.50 IN z 7.25 IN x 5.5 FT / A2 - DOUOLAS FIR-U1RCH - Dry Uae <br />Sectlon Adequate By: 31.4% ControNinp Fedor: Area <br />Deflections: <br />' Dead Load: <br />Uve Load: <br />Total Load: <br />End ReacUons(LeR Slde): <br />Uve Load: <br />Dead Load: <br />Total Load: <br />End Readbns(Ripht Side): <br />Live Load: <br />Dead Load: <br />TWeI Loed: <br />Bearinp Lenpth Read.(Left1 : <br />Beari�g Length Reqd.(Righq: <br />Beam Data: <br />Span: <br />Mabmum Unbreced Spo�: <br />� Live Load Duration Fedor. <br />Live Load Defled. Criteria: <br />TWeI Load Deflecl. Criteria: <br />Unifortn Load: <br />Live Loed: <br />Dead Load: <br />Beam SeH Weight: <br />Totel Load: <br />Concentreted Load P7: <br />Live Loed: <br />Dead Load: <br />Total Load: <br />Location: <br />Unifortn Load (Partially Dishibuted): <br />Live Load: <br />. Dead Load: <br />Total Load: <br />Load Start: <br />Load End: <br />Loed Lenath: <br />PropeAies For: M2- DOUGLAS FIR-LARCH <br />Bendma Stress: <br />Stress Perpendicular to Grain: <br />Adjusted Properties: <br />Fb' (Tension): <br />Adiustment Fadors: Cd=1.15 CI=0.99 Cf=1.30 <br />Fv': <br />Adiustment Fadors: Cd=1.15 <br />Design Requirements: <br />• Maximum Moment: <br />4.0 FT From Left SuppoA <br />Shear ((dt d from beam end): <br />Comparisons Wilh Required Sections: <br />Ser.tion Madulus: <br />Area: <br />Momenl of Inertia: <br />���� <br />� <br />� <br />RL1= <br />RD7= <br />RT1= <br />RL2= <br />RD2= <br />RT2= <br />BL1= <br />BL2= <br />L= <br />Lu= <br />Cd= <br />U <br />u <br />wL= <br />wD= <br />BSW= <br />wT= <br />PL7= <br />PD1= <br />PT1= <br />X1= <br />wL PD= <br />wD PD= <br />wT PD= <br />A= <br />B= <br />C= <br />Fb= <br />Fv= <br />E_ <br />Fc�erp= <br />Fb'= <br />FY= <br />M= <br />V= <br />Sreq= <br />S= <br />Areq= <br />A= <br />�req= <br />0.02 IN <br />0.03 IN = U2300 <br />0.05 IN = U1303 <br />317 LB <br />371 LB <br />688 LB <br />1049 LB <br />708 LB • <br />1758 LB <br />0.31 IN <br />0.80 IN <br />5.5 FT <br />5.5 FT <br />1.15 <br />480 <br />360 <br />7 PLF <br />83 PLF <br />8 PLF <br />98 PLF <br />859 LB <br />337 LB <br />7190 l8 <br />4.0 FT <br />313 PLF <br />172 PLF <br />485 PLF <br />4.0 FT <br />5.5 FT <br />1.5 FT <br />875 PSI <br />95 PSI <br />1600000 P51 <br />625 PSI , <br />1297 PSI <br />108 PSI <br />7983 FT-LB <br />1�07 <br />18.4 <br />30.6 <br />19.4 <br />25.3 <br />30.8 <br />711.7 <br />f� ] <br />IN3 <br />IN3 <br />IN2 <br />IN2 <br />IN4 <br />IN4 . <br />