Laserfiche WebLink
Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Wood Beam Project File:CMS Everett.ec6 <br /> LIC#:KW-06014122,Build:20.23.04.05 PCS STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: RBI: Existing 5.25x19.5 Glulam with cantilever end <br /> CODE REFERENCES <br /> Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 <br /> Load Combination Set : IBC 2021 <br /> Material Properties <br /> Analysis Method : Allowable Stress Design Fb+ 2,400.0 psi E:Modulus of Elasticity <br /> Load Combination:IBC 2021 Fb- 1,850.0 psi Ebend-xx 1,800.0ksi <br /> Fc-PrII 1,650.0 psi Eminbend-xx 950.0ksi <br /> Wood Species : DF/DF Fc-Perp 650.0 psi Ebend-yy 1,600.0 ksi <br /> Wood Grade : 24F-V4 Fv 265.0 psi Eminbend-yy 850.0 ksi <br /> Ft 1,100.0 psi Density 31.210pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> D(0.16)S(0.2) D(0 16)S(0.2) <br /> b b b b b tb b b <br /> 5.125x19 5 5 125x19 5 <br /> Span= 10.0 ft Span=25.0 ft <br /> F ., , <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Beam self weight calculated and added to loading <br /> Load for Span Number 1 <br /> Uniform Load : D =0.020, S=0.0250 ksf, Tributary Width =8.0 ft <br /> Load for Span Number 2 <br /> Uniform Load : D =0.020, S = 0.0250 ksf, Tributary Width =8.0 ft <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.331: 1 Maximum Shear Stress Ratio = 0 244 : 1 <br /> Section used for this span 5.125x19.5 Section used for this span 5.125x19.5 <br /> fb:Actual = 705.04 psi fv:Actual = 74.26 psi <br /> F'b = 2,127.50 psi F'v = 304.75 psi <br /> Load Combination +D+S Load Combination +D+S <br /> Location of maximum on span = 10.000ft Location of maximum on span = 10.000 ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.192 in Ratio= 1558>=360 Span:2 :S Only <br /> Max Upward Transient Deflection -0.066 in Ratio= 3634>=360 Span: 1 :S Only <br /> Max Downward Total Deflection 0.367 in Ratio= 816>=240 Span:2: +D+S <br /> Max Upward Total Deflection -0.126 in Ratio= 1904>=240 Span: 1 : +D+S <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 C r M fb F'b V fv F'v <br /> D Only 0.0 0.00 0.0 0.0 <br /> Length= 10.0 ft 1 0.202 0.148 0.90 1.00 1.00 1.00 1.000 1.00 1.00 1.00 9.08 335.6 1,665.0 2.35 35.3 238.5 <br /> Length=25.0 ft 2 0.183 0.148 0.90 1.00 1.00 1.00 0.936 1.00 1.00 1.00 10.01 370.0 2,022.1 2.35 35.3 238.5 <br /> +D+S 1.00 1.00 1.00 0.936 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length= 10.0 ft 1 0.331 0.244 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 19.08 705.0 2,127.5 4.95 74.3 304.8 <br /> Length=25.0 ft 2 0.301 0.244 1.15 1.00 1.00 1.00 0.936 1.00 1.00 1.00 21.04 777.3 2,583.8 4.95 74.3 304.8 <br /> +D+0.750S 1.00 1.00 1.00 0.936 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br /> Length= 10.0 ft 1 0.288 0.212 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 16.58 612.7 2,127.5 4.30 64.5 304.8 <br />