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Version: a 1 Designed on. May 8. 2014 <br />J <br />I . <br />ASD Method Order Pro <br />Developed by:Forum Engineers Enter Data Print Version <br />Setup IC Beam..or Girder.,...,E Joist or Rafter <br />Member # Rafter Member at Floor | Roof <br />Location : 124 Franklin St.: Santa Ana Repetitive Use ?No 1 Yes : <br />. <br />Nominal Size :(1) 2 x 6 Incised for PT ? No Yes : <br />Species = Douglas Fir-Larch Flat Use : No Yes i <br />- Dimension Lumber " Grade = No.1 & Btr Moisture Content :<19%>190/6 <br />Span (L) =14 ft - 0 in Temperature (° F) :<too 100-125 125-150 <br />Spacing (S) =16 in <br />Unsupported Length (lu) =1 ft - 0 in set Duaticn Factcrs E t with Cantilever : <br />L <br />w (Dsf) <br />Set Deflection Limts i r with Point Load(s) <br />Reset Loads to Zero i f- with Sloped Load(s) <br />(pressed-clown Suitons'are select@Bj <br />111111111111111111111111111111111111111 'I 1111111 1 111111111111 1 111111111111111111 LOADING Load Type <br />6 Max. Span =14 ft -0 in zik Dead Load Uniform w (ps»= 10 <br />Rl R2 <br />280 Ib 280 Ib <br />Stress and/or Deflection Check - OK <br />Actual Allowable Ratio Roof Live Uniform w (psf) = 20 <br />Max fv (psi) & V (lb) 48 262 225 1238 21% 1 <br />CD = 1.25 <br />Max fb (psi) & M (lb-ft)1555 980 2220 1399 70% <br />Total Load Max. Den. (in)-0.92 U182 11180 0.93 99% <br />Live Load Max. Den. (in) -0.62 U273 L/240 0.70 88% <br />Adjustment Factors <br />400 for Fb for Fv for E <br />300 <br />200 Wet Service CM =1.00 1.00 1.00 <br />100 1.00 1.00 1.000Temperature Ct = <br />Il=Beam Stability CL =0.99 N/A N/A 41 <br />Size CF =1.30 N/A NIA 4-400 <br />Flat Use Cru =100 N/A N/A <br />Shear Force, V (lb)Incising Ci =1.00 1.00 1.00 <br />Repetitive Member Cr =1.15 N/A N/A <1 <br />1500 -Buckling Stiffness CT =N/A N/A 1.05 1 <br />(C T for Emin only) <br />1000 Design Values in psi <br />500 --Ek -Ev E Emin <br />0- "Reference 1200 180 1800000 660000 <br />Adjusted 2220 225 1800000 660000 <br />Bending Moment, M (lb-ft) <br />Section Properties <br />breadth (b) =1.5 in <br />depth (d) =5.5 in <br />I /0 Area (A) =8.3 inA2 <br />Section Modulus (Sx) =7.6 inA3 <br />Moment of Inertial (Ix) =20.8 inA4 <br />Total Load Deflection (in)