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GK Structural Engineering,LLC Project Title: Del Resid Fire Repair <br /> 147031st 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 /> - - Software copyright 11-CALLS C, tract cNC. lc 1983-2018,Build:10.18.8.25 3Lec5. <br /> Wood Beam FIe=C:1—GKS-II—PRO-I1-YRto-11YRBD5C-11-CaLCS 11sWctcalcs DeLeon 18-037.ec6. <br /> Lic.#:KW-06008655 Licensee:GK STRUCTURAL ENGINEERING LLC <br /> Description: (N)Typ Cant Sistered Fir Joists @ Relocated F.P. <br /> CODE REFERENCES <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 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-10 Fb- 850 psi Ebend-xx 1300 ksi <br /> Fc-PM 1300 psi Eminbend-xx 470 ksi <br /> Wood Species : Hem Fir Fc-Perp 405 psi <br /> Wood Grade : No.2 Fv 150 psi <br /> Ft 525 psi Density 26.83pcf <br /> Beam Bracing : Beam bracing is defined as a set spacing over all spans Repetitive Member Stress Increase <br /> Unbraced Lengths <br /> First Brace starts at 0.0 ft from Left-Most support <br /> Regular spacing of lateral supports on length of beam=2.0 ft <br /> D(c6) p.1) <br /> D(0.010664) D(0.021328)L(0.06665) <br /> 0 0 0 0 0 8 0 8 v <br /> x x x x x <br /> tx x x x. x <br /> 2x10 2x10 <br /> Span=6.Oft Span=2.Oft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Load for Span Number 1 <br /> Uniform Load: D=0.0080 ksf, Tributary Width=1.333 ft,(Floor DL+LL) <br /> Load for Span Number 2 <br /> Uniform Load: D=0.0160, L=0.050 ksf, Tributary Width=1.333 ft,(Floor DL+LL(f.p.)) <br /> Point Load: D=0.1070 k @ 2.0 ft,(Ext.Wall DL) <br /> Point Load: D=0.0560, S=0.10 k @ 2.0 ft,(Shed Roof DL+SL) <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.291: 1 Maximum Shear Stress Ratio = 0.205 : 1 <br /> Section used for this span 2x10 Section used for this span 2x10 <br /> fb:Actual = 347.05 psi fv:Actual = 35.29 psi <br /> FB:Allowable = 1,191.29psi Fv:Allowable = 172.50 psi <br /> Load Combination +D+0.750L+0.750S+H Load Combination +D+0.750L+0.750S+H <br /> Location of maximum on span = 6.000ft Location of maximum on span = 6.000 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.014 in Ratio= 3352>=480 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<480 <br /> Max Downward Total Deflection 0.041 in Ratio= 1168>=240 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240 <br />