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C_ j 3 U 6 - obS <br />WVcr5,on 3 1 Des ]nM nn May 74, 2013 <br />VVp-, rAnalysisDesign.,. -` �u7 <br />* "�'" `~` Order vro <br />ASD Method Developed by 0, Forum Engineers rater Data Print versm <br />Setup 1E Beam or Girder Moist or Rafter <br />Member# Bt <br />Location : Garage Door Header <br />Nominal Size: ( 1) 4 If 8 <br />Species = Douglas Fir -Larch <br />" Dimension LUMber " Grade - No.1 <br />Span (L) = 9 It - 4 in <br />Tributary Width (B) a 4It - gin <br />Unsupported Length (1u) e 8 h - 10 in <br />L— ---- 1 <br />illtll lllll IIIII I III I1IIIII I I IIII I I I I I I �Pllt�lI I II] I IIfIlT1111111111I111111III I I <br />Max Span 10 It - 0 in 7Ajj <br />R1 R2 <br />1208 Ib 1209 Ib <br />Member at <br />rim Root <br />Repetitive use 7I <br />❑o Yes <br />Incised for PT 7 <br />Yes <br />Flat Use :Yes <br />rilmoo <br />Moisture Content: <br />'19% <br />Temperature l' F) :100-125 <br />125-150 <br />Set ournion ractws <br />r with Cantilever <br />Set Def-•ciron Lorne <br />r- with Point Load(s) <br />Reeel Loads to Zoro I <br />i with Sloped Load(s) <br />(pressed -down buttons are selected) <br />Load Type <br />_Uniform w (psp a 15 <br />Stress and/or Deflection Check - -► <br />OK <br />I _ <br />A c f it a l Allowable <br />�Wt <br />i Floor Live <br />Undorm <br />w lost) = 40 <br />Max tv (psi) 8 V (to) <br />62 1052 180 3045 <br />35a/6 <br />• <br />__ - _ __ <br />_ �_ _ <br />CD=100 <br />Max fb (psi) 8 M (Ib.B) <br />1104 2820 1284 3281 <br />86% <br />Total Load Max. Dell. (in) <br />-0.23 U479 U240 047 <br />50% <br />Live Load Max. DeR (in) <br />-0.17 U658 1.1360 0.31 <br />55% <br />Adjustment Factors <br />&L a %L U <br />&E <br />Wet Service CM = <br />1.00 1.00 <br />100 <br />o <br />Temperature Ct = <br />1.00 1.00 <br />1.00 <br />Beam Stability CL = <br />0,99 NIA <br />N/A <br />m <br />Size Cf.. = <br />1.30 N/A <br />N/A <br />Flat Use Cm = <br />1.00 NIA <br />N/A <br />Shear Force V poi <br />Incising C, - <br />1.00 100 <br />1.00 <br />Repetitive Member C, = <br />100 NIA <br />N/A <br />3000 <br />Buckling Stiffness CT = <br />N/A NIA <br />1.22 <br />2000 <br />Ila <br />III��I <br />(Crfor Eminonly) <br />II IN�I <br />Design Values In psi <br />loon <br />p <br />IIill'IIIIII��!G�� <br />jI <br />p <br />�I��Il�ill!hI„ <br />i g <br />u1�I����R�II�I�II�'llill����� <br />III!, <br />Reference <br />000 tab <br />no� e <br />Adtusted <br />1284 180 <br />1700000 6 <br />i <br />Bending Moment. M gbh) <br />Section Properties <br />breadth (b) = <br />35 in <br />depth (d) = <br />7 25 in <br />Area (A) = <br />25 4 m12 <br /><� <br />Section Modulus (Sail - <br />30 7 m^3 <br />Moment of Inertial (Ix) = <br />111 1 in"4 <br />Total toad Denecbon Iin) <br />