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WVersion <br />31 Devirneecn May24.20❑ <br />Wf� Rea <br />I. <br />.... <br />Howie <br />ASD Method <br />Developed by. <br />order Pro <br />O ForumEndineers EWe, Data Print Vernon <br />Setup r— Beam or Girder foist or Rafter <br />Roof <br />Member# <br />J1 <br />Memberat FIM <br />Location <br />: Master Bedroom Joists <br />Repetitive Use 7 140 res <br />Nominal Size: ( 1) <br />2 x B <br />Incised for PT 7 <br />No vas <br />Species = <br />Douglas Fir -Larch <br />Flat Use : <br />No yes <br />" Dimension Lumber " Grade is <br />No-2 <br />Moisture Content <br />e19% <br />Span (L) = <br />9 ft • 11 in <br />Temperature I' F) : <br /><,ee 100.125 <br />125-150 <br />Spacing (S)= <br />unsupported Length (lu) = <br />16in <br />9 fl - 5 in <br />Set Duration Factors <br />r with Cantilever <br />Set Dellecbon Lmne <br />r— with Point Load(s) <br />Reaol Loaas to 2eto <br />I— with Sloped Load(5) <br />(Dressed -down buttons are selected) <br />L <br />imnt <br />Max Span 10 ft - 6 in <br />R7 R2 <br />362 Ib 362 Ib <br />Stress and/or Deflection Check <br />—► OK <br />A c t u a l <br />Allowaill <br />Ratio Ff�oor Live <br />Max fir, (psi) 8 V (to) <br />44 318 <br />180 1305 <br />24% I 1 <br />CD. 1.00 <br />Max fb OSO 8 M Ob•ft) <br />816 894 <br />923 1011 <br />88% I <br />f <br />Total Load Max. DeO. (in) <br />-0.21 1.1576 <br />U240 0.49 <br />— <br />42% <br />Live Load Max DOD (in) <br />-0.15 M1 <br />1.660 0.33 <br />45% <br />Load Type <br />'Jnilorrrl _ _ w (psi) _ <br />15-- ---1 <br />I <br />Uniform _ _-w lost) = 40 <br />i <br />Adjustment Factors <br />ror Fb for Fv <br />for_E <br />j <br />Wet Service CM = <br />100 100 <br />100 <br />b <br />R : <br />Temperature C, = <br />Beam Stability CL = <br />1.00 1.00 <br />074 NIA <br />1.00 <br />N/A <br />w <br />... <br />Size CF = <br />120 NIA <br />N/A <br />Flat Use Cr, = <br />100 NIA <br />N/A <br />Shear Force V (lb) <br />Inosing C. = <br />100 100 <br />1,00 <br />Repetitive Member C, - <br />1 15 N/A <br />N/A <br />1000 <br />Buckling Stillness Ct = <br />N/A N/A <br />1.23 <br />(C, for Emm only) <br />500 <br />Design Values In psi <br />Fv <br />E <br />D <br />_ ' <br />Relerence <br />900 180 <br />1600000 <br />Ad)usted <br />923 160 <br />1600000 <br />Bending Moment, M Ilb-nl <br />i <br />Section Properties <br />breadth (b) = <br />1 5 in <br />depth (d) = <br />725 in <br />Area (A) = <br />10.9 me2 <br />Section Modulus (Sx) = <br />131 m43 <br />Moment of Inertial (Ix) = <br />476 m44 <br />Total Load Detledion (In) <br />I�� <br />