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Wood Beam <br />Engineering DesignLic. # : KW-06010734 <br />DESCRIPTION:CJ1: 2x6 @ 16" oc <br />Title Block Line 1 <br />You can change this area <br />using the "Settings" menu item <br />and then using the "Printing & <br />Title Block" selection. <br />Title Block Line 6 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 <br />File: 1621 S DIAMOND ST (10-15-2024).ec6 <br />Project Title:Engineer:Project ID:Project Descr: <br />CODE REFERENCES <br />Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 <br />Load Combination Set : ASCE 7-16 <br />Material Properties <br />Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase <br />Allowable Stress Design <br />Douglas Fir - LarchNo.2 <br />900.0 <br />900.0 <br />1,350.0 <br />625.0 <br />1,600.0 <br />580.0 <br />180.0575.0 31.20 <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 loads <br />Uniform Load : D = 0.0050, L = 0.010 ksf, Tributary Width = 1.333 ft, (Celing Weight) <br />.DESIGN SUMMARY Design OK <br />Maximum Bending Stress Ratio 0.462: 1 <br />Load Combination +D+L <br />Span # where maximum occurs Span # 1 <br />Location of maximum on span 6.000 ft <br />22.03 psi= <br />= <br />1,345.50 psi <br />2x6Section used for this span <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1= <br />Load Combination +D+L <br />= <br />= <br />= <br />180.00 psi== <br />Section used for this span 2x6 <br />Maximum Shear Stress Ratio 0.122 : 1 <br />0.000 ft= <br />= <br />622.15 psi <br />Maximum Deflection <br />0 <240468Ratio =0 <180 <br />Max Downward Transient Deflection 0.188 in 765Ratio =>=240Max Upward Transient Deflection 0.000 in Ratio = <br />Max Downward Total Deflection 0.307 in Ratio =>=180Max Upward Total Deflection 0.000 in <br />fb: Actual <br />Fb: Allowable <br />fv: Actual <br />Fv: Allowable <br />.Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C i C LCCCCF/V mr td <br />Shear ValuesMax Stress Ratios <br />M CV fbM fvF'b V F'vSegment Length <br />D Only 0.00 0.00 0.000.00 <br />1.00Length = 12.0 ft 1 0.199 0.053 0.90 1.300 1.15 1.00 1.00 0.15 241.42 1210.95 0.05 162.001.00 8.55 <br />1.00+D+L 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.462 0.122 1.00 1.300 1.15 1.00 1.00 0.39 622.15 1345.50 0.12 180.001.00 22.03 <br />1.00+D+0.750L 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.313 0.083 1.25 1.300 1.15 1.00 1.00 0.33 526.97 1681.88 0.10 225.001.00 18.66 <br />1.00+0.60D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.067 0.018 1.60 1.300 1.15 1.00 1.00 0.09 144.85 2152.80 0.03 288.001.00 5.13 <br />1.00+1.250D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.140 0.037 1.60 1.300 1.15 1.00 1.00 0.19 301.75 2152.80 0.06 288.001.00 10.68 <br />1.00+1.187D+0.750L 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 12.0 ft 1 0.266 0.070 1.60 1.300 1.15 1.00 1.00 0.36 572.22 2152.80 0.11 288.001.00 20.26 <br />1.00+0.3501D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1621 S Diamond St & <br />Unit# 24/24/2025