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GK Structural Engineering,LLC Project Title: DeL Resid Fire Repair <br /> 14731st Lane NE,#205 Engineer: JG <br /> Duvall,WA 98019 Project ID: YR10-18-037 <br /> 425.318.6049 Project Descr: <br /> www.gkstructural.com <br /> Wood BeamFile=C:1-GKS-1t—PRO-11-YR10-11YRBD5C-14CALCS-%trucicalcs(DeLeon) 18-037.ec8. <br /> Software copyright ENERCALC.INC.1983.2018,Build:10.18.8.25. <br /> Lic.#: KW-06008655 Licensee GK STRUCTURAL ENGINEERING LLC <br /> Description: (N)Relocated Living Room Window Header <br /> CODE REFERENCES <br /> - ---------- ------------------------- ------------------------------------ -- ----------- ---------- <br /> Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 <br /> Load Combination Set:ASCE 7-10 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb+ 850.0 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-10 Fb- 850.0 psi Ebend-xx 1,300.0ksi <br /> Fc-Prll 1,300.0 psi Eminbend-xx 470.0ksi <br /> Wood Species : Hem Fir Fc-Perp 405.0 psi <br /> Wood Grade :No.2 Fv 150.0 psi <br /> Ft 525.0 psi Density 26.830pcf <br /> Beam Bracing : Completely Unbraced <br /> D(0.189)S(0.3375) <br /> d v D(0'02) v o <br /> d v o o o <br /> x x <br /> 4x8 <br /> Span=5.50 ft <br /> I. li <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Beam self weight calculated and added to loads — --- — — — -- —Uniform Load: D=0.010 ksf, Tributary Width=2.0 ft,(Wall DL) <br /> Uniform Load: D=0.0140, S=0.0250 ksf, Tributary Width=13.50 ft,(Roof DL+SL) <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.649 1 Maximum Shear Stress Ratio = 0.406 : 1 <br /> Section used for this span 4x8 Section used for this span 4x8 <br /> fb:Actual = 815.75psi fv:Actual = 69.99 psi <br /> FB:Allowable = 1,257.80psi Fv:Allowable = 172.50 psi <br /> Load Combination +D+S+H Load Combination +D+S+H <br /> Location of maximum on span = 2.750ft Location of maximum on span = 4.898 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.048 in Ratio= 1364>=600 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<600 <br /> Max Downward Total Deflection 0.079 in Ratio= 835>=480 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<480 <br /> A$th <br /> . .-%t GI joth) <br /> rfPAt„, <br /> d <br /> ,m•LNONIAt; c1,8sta,G,i' ' c ve,;:, <br /> 13 <br />