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WOO d Be a 111 s Everett-Evergreen WaytCalcs‘Gravity118-394 Wendys Everett-Evergreen Way-Gravity Cates 2018-09-11.ec6 <br /> Lic.#:KW-06006102 `'` Licensee:DIBBLE ENGINEERS INC. <br /> Description: 2x6 Stud <br /> CODE REFERENCES <br /> Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 <br /> Load Combination Set: IBC 2018 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb+ 1,000.0 psi E:Modulus of Elasticity <br /> Load Combination iBC 2018 Fb- 1,000.0 psi Ebend-xx 1,300.0 ksi <br /> Fc-Pdl 1,000.0 psi Eminbend-xx 1,300.0ksi <br /> Wood Species : Fc-Perp 1,000.0 psi <br /> Wood Grade Fv 65.0 psi <br /> Ft 65.0 psi Density 34.0 pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> W(0.075 <br /> W(0.0345) ° QW(0.034 ° <br /> 0 0 b 8 - b b 8 b <br /> 2x6 2x6 <br /> Span= 14.50 ft Span=2.50 ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Load for Span Number 1 <br /> Uniform Load: W=0.0230 ksf, Tributary Width=1.50 ft,(Wind Load) <br /> Load for Span Number 2 <br /> Uniform Load: W=0.0230 ksf, Tributary Width= 1,50 ft,(Wind Load) <br /> Uniform Load: W=0.050 ksf, Tributary Width=1.50 ft,(Parp Load) <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.443 1 Maximum Shear Stress Ratio = 0.272 : 1 <br /> Section used for this span 2x6 Section used for this span 2x6 <br /> fb:Actual = 708.03 psi fv:Actual = 28.34 psi <br /> FB:Allowable = 1,600.00psi Fv:Allowable = 104.00 psi <br /> I Load Combination _ +D+0.60W+H Load Combination +D+0.60W+H <br /> Location of maximum on span = 6.561 ft Location of maximum on span = 14.095 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.993 in Ratio= 175>=152 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<152 <br /> Max Downward Total Deflection 0.596 in Ratio= 292>=180 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<180 <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 Ci Cr Cm C t CL M fb Pb V fv F'v <br /> +D+H 0.00 0.00 0.00 0.00 <br /> Length=14.50 ft 1 0.90 1.000 1.00 1.00 1.00 1.00 1.00 900.00 0.00 0.00 58.50 <br /> Length=2.50 ft 2 0.90 1.000 1.00 1.00 1.00 1.00 1.00 900.00 0.00 0.00 58.50 <br />