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Project Title: Eco Residence <br /> Engineer: tjp <br /> Project ID: 23-109 <br /> Project Descr: 1 Story SFR Remodel <br /> Wood Beam Project File:23-109.ec6 <br /> LIC#:KW-06016583,Build:20.23.2 14 PITZER&ASSOCIATES (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: RO1 <br /> CODE REFERENCES <br /> Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 <br /> Load Combination Set : IBC 2018 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb+ 2400 psi E:Modulus of Elasticity <br /> Load Combination IBC 2018 Fb- 1650 psi Ebend-xx 1700ksi <br /> Fc-Prll 1350 psi Eminbend-xx 900ksi <br /> Wood Species : SP/SP Fc-Perp 650 psi Ebend-yy 1500ksi <br /> Wood Grade : 24F-V4 Fv 210 psi Eminbend-yy 790ksi <br /> Ft 975 psi Density 34.33pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> �0.165)a r�0.275) h <br /> illl _ <br /> S.5x15 rd <br /> Span=18.0ft <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Beam self weight calculated and added to loading <br /> Uniform Load : D=0.0150, Lr=0.0250 ksf, Tributary Width = 11.0 ft <br /> DESIGN SUMMARY _ Design OK <br /> Maximum Bending Stress Ratio = 0.366 1 Maximum Shear Stress Ratio = 0.248 : 1 i <br /> Section used for this span 5.5x15 Section used for this span 5.5x15 <br /> fb:Actual = 1,083.11 psi fv:Actual = 65.13 psi <br /> F'b = 2,958.41 psi F'v = 262.50 psi <br /> Load Combination +D+Lr Load Combination +D+Lr <br /> Location of maximum on span = 8.950ft Location of maximum on span = 0.000 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.249 in Ratio= 866>=360 Span: 1 : Lr Only <br /> Max Upward Transient Deflection 0 in Ratio= 0<360 n/a <br /> Max Downward Total Deflection 0.417 in Ratio= 518>=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 Moment Values Shear Values <br /> Segment Length Span# M V CD CM Ct CLx cv Cfu C i Cr M fb F'b V fv F'v <br /> D Only 0.0 0.00 0.0 0.0 <br /> Length=18.0 ft 1 0.204 0.138 0.90 1.00 1.00 1.00 0.986 1.00 1.00 1.00 7.48 435.1 2,130.1 1.44 26.2 189.0 <br /> +D+Lr 1.00 1.00 1.00 0.986 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length=18.0 ft 1 0.366 0.248 1.25 1.00 1.00 1.00 0.986 1.00 1.00 1.00 18.62 1,083.1 2,958.4 3.58 65.1 262.5 <br /> +D+0.750Lr 1.00 1.00 1.00 0.986 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length=18.0 ft 1 0.311 0.211 1.25 1.00 1.00 1.00 0.986 1.00 1.00 1.00 15.83 921.1 2,958.4 3.05 55.4 262.5 <br /> +0.60D 1.00 1.00 1.00 0.986 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length= 18.0 ft 1 0.069 0.047 1.60 1.00 1.00 1.00 0.986 1.00 1.00 1.00 4,49 261.1 3,786.8 0.86 15.7 336.0 <br />