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1....jJPSnII\ 1 ,J Project Title: FRALEY CHRISTIAN <br /> Engineer: JBG <br /> 1' 'ia e n g i�i e e r i n g, i n C. Project ID: 1587 <br /> Project Descr: NEW GARAGE <br /> 22002 64TH AVEW-SMITE 2C MOUNTLAKE TERRACE,WA 98043 <br /> SERVICESQUPST8 COM TEL(425,35AA105 FAX JUST DON'T <br /> Wood Beam Project File: 1587 GRAVITY 220727 JBG.ec6 <br /> LIC# KW-06013781,Build:20.22.7.14 Upstate Engineering,Inc. (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: 3. OHD GARAGE <br /> CODE REFERENCES <br /> Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 <br /> Load Combination Set : ASCE 7-16 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb+ 900.0 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-16 Fb- 900.0 psi Ebend-xx 1,600.0 ksi <br /> Fc-Prll 1,350.0 psi Eminbend-xx 580.0ksi <br /> Wood Species : DouglasFir-Larch Fc-Perp 625.0 psi <br /> Wood Grade : No.2 Fv 180.0 psi <br /> Ft 575.0 psi Density 31.210pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> D(0.045)Lr(0.075) <br /> b b b b b <br /> , 1 <br /> 4x10 <br /> Span=16.0 ft <br /> I. <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Beam self weight NOT internally calculated and added <br /> Uniform Load : D = 0.0150, Lr=0.0250 ksf, Tributary Width =3.0 ft, (RF) <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.684 1 Maximum Shear Stress Ratio = 0.179 : 1 <br /> Section used for this span 4x10 Section used for this span 4x10 <br /> fb:Actual = 923.23psi fv:Actual = 40.26 psi <br /> Fb:Allowable = 1,350.00psi Fv:Allowable = 225.00 psi <br /> Load Combination +D+Lr Load Combination +D+Lr <br /> Location of maximum on span = 8.000ft Location of maximum on span = 15.241 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.301 in Ratio= 637>=240 Span: 1 : Lr Only <br /> Max Upward Transient Deflection 0 in Ratio= 0<240 n/a <br /> Max Downward Total Deflection 0.482 in Ratio= 398>=180 Span: 1 :+D+Lr <br /> Max Upward Total Deflection 0 in Ratio= 0<180 n/a <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Momeff7alues Shear Vdlues <br /> Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v <br /> D Only 0.00 0.00 0.00 0.00 <br /> Length= 16.0 ft 1 0.356 0.093 0.90 1.200 1.00 1.00 1.00 1.00 1.00 1.44 346.21 972.00 0.33 15.10 162.00 <br /> +D+Lr 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length= 16.0 ft 1 0.684 0.179 1.25 1.200 1.00 1.00 1.00 1.00 1.00 3.84 923.23 1350.00 0.87 40.26 225.00 <br /> +D+0.750Lr 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length= 16.0 ft 1 0.577 0.151 1.25 1.200 1.00 1.00 1.00 1.00 1.00 3.24 778.98 1350.00 0.73 33.97 225.00 <br /> +0.60D 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length= 16.0 ft 1 0.120 0.031 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.86 207.73 1728.00 0.20 9.06 288.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max. ""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+Lr 1 0.4819 8.058 0.0000 0.000 <br />