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Version: 3.1 Designed on. May 7. 2014 <br />ASD Method <br />\27 <br />How to Order ProDeveloped by.Forum Engineers Enter Data Print Version <br />Setup E Beam or Girder C Joist or Rafter <br />Member # Header Member at Floor | Roof <br />Location : 214 Franklin St., Santa Ana Repetitive Use ?No ¥et, <br />Nominal Size : (1 ) 4 x 8 Incised for PT 7 NO Yes <br />Species = Douglas Fir-Larch Flat Use : No Yes <br /> Dimension Lumber -Grade = No.1 Moisture Content :<19%>19% <br />Span (L) =10 ft - 0 in Temperature (° F) :<100 100-125 125-150 <br />Tributary Width (B) =8 ft - 6 in <br />Unsupported Length (lu) =1 ft - 0 in Set [*ration Factors E F with Cantilever <br />L <br />w (psf) <br />Set Deflection Unlits i p=·: 1 with Point Load(s) <br />Reset Loads to Zero F with Sloped Load(s) <br />(pressed-down buttons are se@Eted) <br />1111111111111111111111111111111111111111111111111111111111111111111111 l ill i 111 1 LOADING Load Type <br />Max. Span =11 ft -0 in £ Dead Load Uniform w (psf) = 12 <br />Rl R2 <br />1360 Ib 1360 Ib <br />Stress and/or Deflection Check - OK <br />Actual Allowable Ratio Roof Live Uniform w (psf) = 20 <br />Max fv (psi) & V (lb) 71 1196 225 3806 31% 1 <br />CD = 1.25 <br />Max fb (psi) & M (lb-ft)1331 3400 1622 4145 82% <br />Total Load Max. Den. (in)-0.32 U370 L/180 0.67 49% <br />Live Load Max. Defl. (in)-0.20 U593 U240 0.50 40% <br />Adjustment Factors <br />1500 for Fb foLEM {RLE <br />1000 <br />Wet Service CM =1.00 1.00 1.00 <br />500 <br />o Temperature Ct =1.00 1.00 1.00 <br />45[0 <br />1„rv, <br />Beam Stability CL = 1.00 N/A N/A * <br />4000 <br />2000 <br />0 <br />Size Cp =1.30 N/A 14/A < <br />Flat Use Cfu =1.00 N/A N/A ITE <br />Shear Force, V (lb) <br />Incising Ci =1.00 1.00 1.00 PTERepetitive Member Cr =1.00 N/A N/A <br />Buckling Stiffness CT =N/A N/A 1.06 <br />(C T for Emin only)\TE I <br />Design Values in psi 1. P <br />Fb Fv E Emin-- ans al <br />Reference 1000 180 1700000 G20000 and I <br />Adjusted 1622 225 1700000 620000 ,n sap <br />Bending Moment, M (lb-ft)i Ana. <br />Section Properties <br />breadth (b) =3.5 in ince ot <br />depth (d) =7.25 in jermlt 1 <br />Area (A) =25.4 inA2 of ANY <br />Section Modulus (Sx) =30.7 inA3 <br />Moment of Inertial (Ix) =111.1 inA4 <br />Total Load Deflection (in)By- <br />-4