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Wood Beam <br />LIC# : KW-06014251, Build:20.23.08.30 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:4 - HDR. <br />Project File: Member 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 : ASCE 7-16 <br />Material Properties <br />Beam Bracing :Completely Unbraced <br />llowable Stress Design <br />Douglas Fir-Larch <br />No.2 <br />900.0 <br />900.0 <br />1,350.0 <br />625.0 <br />1,600.0 <br />580.0 <br />180.0 <br />575.0 31.210 <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 SCE 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 = 0.0150, L = 0.060 ksf, Tributary Width = 2.50 ft, (Deck) <br />DESIGN SUMMARY Design OK <br />Maximum Bending Stress Ratio 0.668: 1 <br />Load Combination +D+L <br />Span # where maximum occurs Span # 1 <br />Location of maximum on span 5.500ft <br />42.69 psi= <br />= <br />1,059.48psi <br />4x10Section 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 4x10 <br />Maximum Shear Stress Ratio 0.237 : 1 <br />10.237 ft= <br />= <br />707.35psi <br />Maximum Deflection <br />0 <360 <br />756 <br />Ratio =0 <240 <br />Max Downward Transient Deflection 0.135 in 980Ratio = >=360 <br />Max Upward Transient Deflection 0 in Ratio = <br />Max Downward Total Deflection 0.175 in Ratio = >=240 <br />Max Upward Total Deflection 0 in <br />fb: Actual <br />F'b <br />fv: Actual <br />F'v <br />Span: 1 : L Only <br />n/a <br />Span: 1 : +D+L <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 />0.98Length = 11.0 ft 1 0.169 0.060 0.90 1.200 1.001.00 1.00 0.67 161.9 955.9 0.21 162.01.00 9.81.00 <br />0.98+D+L 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.98Length = 11.0 ft 1 0.668 0.237 1.00 1.200 1.001.00 1.00 2.94 707.3 1,059.5 0.92 180.01.00 42.71.00 <br />0.98+D+0.750L 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.97Length = 11.0 ft 1 0.434 0.153 1.25 1.200 1.001.00 1.00 2.37 571.0 1,315.1 0.74 225.01.00 34.51.00 <br />0.97+0.60D 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.96Length = 11.0 ft 1 0.058 0.020 1.60 1.200 1.001.00 1.00 0.40 97.1 1,663.1 0.13 288.01.00 5.91.00 <br />0.96+1.148D 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.96Length = 11.0 ft 1 0.112 0.039 1.60 1.200 1.001.00 1.00 0.77 185.9 1,663.1 0.24 288.01.00 11.21.00 <br />10