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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/ EXISTING 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 />.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 0.418 0.061 0.60 0.937 1.00 1.00 1.00 63.53 460.22 1101.60 4.35 233.281.00 14.12 <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 0.418 0.061 0.80 0.937 1.00 1.00 1.00 84.70 613.62 1468.80 5.80 311.041.00 18.82 <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 0.269 0.039 0.80 0.937 1.00 1.00 1.00 54.45 394.47 1468.80 3.73 311.041.00 12.10 <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 0.746 0.108 0.80 0.937 1.00 1.00 1.00 151.25 1,095.75 1468.80 10.36 311.041.00 33.61 <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 0.161 0.023 1.00 0.937 1.00 1.00 1.00 40.84 295.85 1836.00 2.80 388.801.00 9.07 <br />. <br />Page 7