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Wood Beam <br />LIC# : KW-06018102, Build:20.22.5.16 COFFMAN ENGINEERS (c) ENERCALC INC 1983-2022 <br />DESCRIPTION:J1 W/ NEW LOAD <br />Project File: HOAG Dyer.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 />.Applied Loads Service loads entered. Load Factors will be applied for calculations. <br />Beam self weight NOT internally calculated and added <br />Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 8.0 ft, (ROOF) <br />Point Load : D = 0.440 k @ 30.0 ft, (P NET) <br />.Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C C C C C Cirm <br />Shear ValuesMax Stress Ratios <br />M V fbMu fvFbVu FvSegment Length O t LF/V <br />+1.40D 0.00 0.00 0.000.00 <br />1.00Length = 55.0 ft 1 0.296 0.069 0.60 0.937 1.00 1.00 1.00 71.46 517.69 1749.60 4.69 220.321.00 15.21 <br />1.00+1.20D+0.50Lr 0.937 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 55.0 ft 1 0.284 0.067 0.80 0.937 1.00 1.00 1.00 91.43 662.36 2332.80 6.09 293.761.00 19.76 <br />1.00+1.20D 0.937 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 55.0 ft 1 0.190 0.044 0.80 0.937 1.00 1.00 1.00 61.25 443.73 2332.80 4.02 293.761.00 13.03 <br />1.00+1.20D+1.60Lr 0.937 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 55.0 ft 1 0.490 0.118 0.80 0.937 1.00 1.00 1.00 157.92 1,144.09 2332.80 10.65 293.761.00 34.55 <br />1.00+0.90D 0.937 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 55.0 ft 1 0.114 0.027 1.00 0.937 1.00 1.00 1.00 45.94 332.80 2916.00 3.01 367.201.00 9.78 <br />. <br />Page 9