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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:12 - F.B. <br />Project File: Member Check.ec6 <br />Project Title: <br />Engineer: <br />Pro ect ID: <br />Project Descr: <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 />1.00+1.111D+0.750L 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 3.083 ft 1 0.017 0.011 1.60 1.100 1.001.00 1.00 0.16 25.5 1,540.0 0.08 272.01.00 3.11.00 <br />1.00+0.4516D 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 3.083 ft 1 0.003 0.002 1.60 1.100 1.001.00 1.00 0.03 4.2 1,540.0 0.01 272.01.00 0.51.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.0006 1.553 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 0.236 0.236 <br />Max Upward from Load Combinations 0.236 0.236 <br />Max Upward from Load Cases 0.162 0.162 <br />D Only 0.074 0.074 <br />+D+L 0.236 0.236 <br />+D+0.750L 0.195 0.195 <br />+0.60D 0.044 0.044 <br />L Only 0.162 0.162 <br />28