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�.. <br />/W <br />Version 31 Oes,gned on May 31. 2013 <br />"I <br />1 a1 <br />.. �. i7 <br />to <br />ASD b1rt�Holy <br />na <br />Developed by <br />Oran Pro <br />lam, Forum Engineers 1:=tor Ohio Print version <br />Setup IE Beam or Girder Clow or Rafter <br />Member HDR <br />Memherat Flom Roof <br />Location : Typical Header <br />Repetitive Use 7 <br />No Yes <br />Nominal Size : ( 1) <br />4 x 13 <br />Incised for PT 7VNYes <br />Species= <br />Douglas Fir•Larch <br />Flat use:Yes <br />Dimension Lumber " Grade • <br />No 2 <br />Moisture Content : <br />eta% <br />Span (L) a <br />61t - 3 in <br />Temperature (' F) :100-123 <br />193•2 <br />0 <br />Tributary Width (B) = <br />Unsupported Length (1u) a <br />611 - 0 in <br />Sit - 0 in <br />Set Dunlap Factors <br />r with Cantilever <br />Set oetlectan Limns <br />r with Point Load(s) <br />I <br />Reset Loads to Zara <br />r with Sloped Load(s) <br />(pressed -down buttons are selected) <br />a-----------yyL�p ---- - - -- - - -- <br />�f II111Illll Ili]IUIIlIIIT1R11I►ITI I IIIII�IIIITI II I I1111iR11IIIllll f tllll IRI <br />Max Span = 6 fl 1 in 7 jfj� <br />R1 R2 <br />750 lb 750 Ib <br />Stress and/or Deflection Check <br />OK <br />A c <br />I u a l <br />Allowable <br />&W <br />Snow Loa <br />Max M (psi) 6 V (lb) <br />50 <br />640 <br />207 <br />2657 <br />24% <br />CD = 1.15 <br />Max Ib (ps-) d M (lb-fl) <br />797 <br />1172 <br />1337 <br />1966 <br />60% <br />Total Load Max Dell (m) <br />.011 <br />L/707 <br />U180 <br />0.42 <br />25% <br />Live Load Max. DefT (m) <br />-0 0 r <br />U1131 <br />U. 40 <br />0.31 <br />21 % <br />I <br />-o <br />i <br />Shear Force. V (lb) <br />1500 <br />1000 <br />500 <br />Bending Moment, M (to ft) <br />Load <br />.n w (ps0 = - 15 -- <br />rorm - w (PSI) <br />We; Service <br />Ca = <br />Temperature <br />C, = <br />Beam Stability <br />CI = <br />Size <br />Cy = <br />Flat Use <br />Ch, to <br />Incising <br />C. _ <br />Repetitive Member <br />C, = <br />Buckling ShNness <br />C1 = <br />(C, for Ervin only) <br />.25 <br />Adjustment Factors <br />&_a <br />for Fv <br />"r <br />100 <br />1.00 <br />1.00 <br />100 <br />100 <br />1.00 <br />099 <br />N/A <br />NIA <br />1.30 <br />NIA <br />NIA <br />100 <br />N/A <br />NIA <br />100 <br />100 <br />1,00 <br />1.00 <br />N/A <br />N/A <br />N/A <br />N/A <br />1.23 <br />Design Values in psi <br />Fb _U <br />Reference 900 18C 16000n0 <br />Adjusted 1337 207 1600000 <br />Section Properties <br />breadth (b) to <br />35 <br />in <br />depth (d) = <br />55 <br />in <br />Area (A) = <br />193 <br />m"2 <br />Section Modulus (Sal = <br />17 6 <br />m43 <br />Moment of Inertial (Ix) a <br />46.5 <br />m4 <br />Total Load Deflection (in) <br />