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Wood Beam <br />LIC# : KW-06017527, Build:20.23.2.14 HOLMES STRUCTURES (c) ENERCALC INC 1983-2022 <br />DESCRIPTION:R-BM-3 <br />Project File: Cypress_Gravity.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <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 />Beam Bracing :Completely Unbraced <br />Allowable Stress Design <br />iLevel Truss Joist <br />Parallam PSL 2.0E <br />2,900.0 <br />2,900.0 <br />2,900.0 <br />750.0 <br />2,000.0 <br />1,016.54 <br />290.0 <br />2,025.0 45.070 <br />Analysis Method : <br />Eminbend - xx ksi <br />Wood Species : <br />Wood Grade : <br />Fb + <br />psi <br />psi <br />Fv psi <br />Fb - <br />Ft psi <br />Fc - Prll psi <br />psiFc - Perp <br />E : Modulus of Elasticity <br />Ebend- xx ksi <br />Density pcf <br />Load Combination :ASCE 7-16 <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 = 0.0230, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (A1) <br />Point Load : D = 1.310, Lr = 1.110 k @ 5.830 ft, (R-BM-2 S1 RXN) <br />.DESIGN SUMMARY Design OK <br />Maximum Bending Stress Ratio 0.366: 1 <br />Load Combination +D+Lr <br />Span # where maximum occurs Span # 1 <br />Location of maximum on span 6.815 ft <br />61.93 psi= <br />= <br />3,177.48 psi <br />5.25x14.0Section used for this span <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1= <br />Load Combination +D+Lr <br />= <br />= <br />= <br />362.50 psi== <br />Section used for this span 5.25x14.0 <br />Maximum Shear Stress Ratio 0.171 : 1 <br />0.000 ft= <br />= <br />1,162.89 psi <br />Maximum Deflection <br />0 <240 <br />319 <br />Ratio =0 <180 <br />Max Downward Transient Deflection 0.291 in 1000Ratio =>=240 <br />Max Upward Transient Deflection 0 in Ratio = <br />Max Downward Total Deflection 0.912 in Ratio =>=180 <br />Max Upward Total Deflection 0 in <br />fb: Actual <br />F'b <br />fv: Actual <br />F'v <br />Span: 1 : Lr Only <br />n/a <br />Span: 1 : +1.50D+Lr <br />n/a <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+1.50D+Lr 1 0.9121 11.505 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 3.160 1.903 <br />Max Upward from Load Combinations 3.160 1.903 <br />Max Upward from Load Cases 1.832 1.152 <br />D Only 1.832 1.152 <br />+D+Lr 3.160 1.903 <br />+D+0.750Lr 2.828 1.716 <br />+0.60D 1.099 0.691 <br />Lr Only 1.328 0.752 <br />61