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Wood Beam <br />LIC# : KW-06019053, Build:20.22.8.17 BDP Engineering, Inc.(c) ENERCALC INC 1983-2022 <br />DESCRIPTION:R.R.-2 <br />Project File: 2024-106 calcs.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C i C LC CCCF/V mr td <br />Shear ValuesMax Stress Ratios <br />M CV fbM fvF'b V F'vSegment Length <br />1.00Length = 3.50 ft 1 0.025 0.026 1.60 1.500 1.15 1.00 1.00 0.02 63.32 2484.00 0.03 288.001.00 7.38 <br />1.00Length = 1.50 ft 2 0.025 0.026 1.60 1.500 1.15 1.00 1.00 0.02 63.32 2484.00 0.02 288.001.00 7.38 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0114 1.603 0.0000 0.000 <br />+D+Lr2 0.0000 1.603 -0.0014 0.696 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 0.072 0.181 <br />Overall MINimum 0.038 0.095 <br />D Only 0.034 0.086 <br />+D+Lr 0.072 0.181 <br />+D+0.750Lr 0.063 0.157 <br />+0.60D 0.021 0.051 <br />Lr Only 0.038 0.095