Laserfiche WebLink
' . • <br /> • <br /> I' <br /> and then using the'Printing& <br /> AWB Engineering,Inc. <br /> 206.650.6196 <br /> - <br /> --- Fle=c:lllsers0NadelDesktop1AW8201-21TOMMY'-11Calcsk cx.ec6 <br /> Wood Beam ENERCALC,INC.19632013,8ulld:6.13.1.31,Ver.6.13.1.31 <br /> Lic.#:KW-06006706 Licensee:AWB ENGINEERING <br /> Description: Deck Joist <br /> CODE REFERENCES <br /> Calculations per NDS 2005,IBC 2006,CBC 2007,ASCE 7-05 <br /> Load Combination Set:2006IBC&ASCE7-05 <br /> Material Properties - - - -_ <br /> Analysis Method: Allowable Stress Design Fb-Tension 850 psi E:Modulus of Elasticity <br /> Load Combination 20061BC&ASCE7-05 Fb-Compr 850 psi Ebend-xx 1300ksi <br /> Fc-Pill 1300 psi Eminbend-xx 470ksi <br /> Wood Species : Hem Fir Fc-Perp 405 ps <br /> Wood Grade : No.2 Fv 150 psi <br /> Ft 525 psi Density 27.7 pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = G: 1 Maximum Shear Stress Ratio = 0 :1 <br /> Section used for this span Section used for this span <br /> tb:Actual = 359.57psi fv:Actual = 25.82 psi <br /> FB:Allowable = 1,105.00psi Fv:Allowable = 150.00 psi <br /> Load Combination Load Combination <br /> Location of maximum on span = Oft Location of maximum on span = Oft <br /> Span#where maximum occurs = 1 Span#where maximum occurs = 1 <br /> Maximum Deflection <br /> Max Downward L+Lr+S Deflection 0.045 in Ratio= 1861 <br /> Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 0.056 in Ratio= 1489 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240 <br /> Maximum Forces&Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd C FN C i Cr Cm C t CL M fb Pb V fv Pv <br /> -------- — <br /> Overall Maximum Deflections-Unfactored Loads <br /> Load Combination Span Max."'Defl Location in Span Load Combination Max.'+"Defl Location in Span <br /> Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br />