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Wood Beam <br />LIC# : KW-06019842, Build:20.24.08.01 Structural Engineering Consultants (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:BEAM: B1 <br />Project File: Design Check.ec6 <br />Project Title: <br />Engineer: <br />Pro ect ID: <br />Project Descr: <br />CODE REFERENCES <br />Calculations per NDS 2018, IBC 2021, ASCE 7-16 <br />Load Combination Set : IBC 2021 <br />Material Properties <br />Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase <br />llowable Stress Design <br />Douglas Fir-Larch <br />No.2 <br />875 <br />875 <br />600 <br />625 <br />1300 <br />470 <br />170 <br />425 31.21 <br />nalysis 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 IBC 2021 <br />Applied Loads Service loads entered. Load Factors will be applied for calculations. <br />Beam self weight calculated and added to loading <br />DESIGN SUMMARY Design OK <br />Maximum Bending Stress Ratio 0.027: 1 <br />Load Combination D Onl <br />Span # where maximum occurs Span # 1 <br />Location of maximum on span 5.875ft <br />1.67 psi= <br />= <br />1,086.75psi <br />4x10Section used for this span <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1= <br />Load Combination D Onl <br />= <br />= <br />= <br />153.00 psi== <br />Section used for this span 4x10 <br />Maximum Shear Stress Ratio 0.011 : 1 <br />0.000 ft= <br />= <br />29.11psi <br />Maximum Deflection <br />0 <br /><240 <br />13978 <br />Ratio =0 <180 <br />Max Downward Transient Deflection 0 in <br />0 <br />Ratio = <240 <br />Max Upward Transient Deflection 0 in Ratio = <br />Max Downward Total Deflection 0.010 in Ratio = >=180 <br />Max Upward Total Deflection 0 in <br />fb: Actual <br />F'b <br />fv: Actual <br />F'v <br />n/a <br />n/a <br />Span: 1 : D Only <br />n/a <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />D Only 0.0 0.00 0.00.0 <br />1.00Length = 11.750 ft 1 0.027 0.011 0.90 1.200 1.151.00 1.00 0.12 29.1 1,086.8 0.04 153.01.00 1.71.00 <br />1.00+0.60D 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 11.750 ft 1 0.009 0.004 1.60 1.200 1.151.00 1.00 0.07 17.5 1,932.0 0.02 272.01.00 1.01.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />D Only 1 0.0101 5.918 0.0000 0.000 <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 0.041 0.041