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Wood Beam <br />LIC# : KW-06017148, Build:20.23.10.31 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:RJ3 <br />Project File: 24-181.ec6 <br />Project Title:Engineer: <br />Maximum Forces & Stresses for Load Combinations <br />Span #C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00Length = 2.750 ft 2 0.142 0.141 1.25 1.300 1.151.00 1.00 0.15 239.4 1,681.9 0.09 225.031.7 <br />0.00.0 <br />1 0.069 0.033 1.60 1.300 1.151.00 1.00 0.09 147.6 2,152.8 0.05 288.09.5 <br />2 0.033 0.033 1.60 1.300 1.151.00 1.00 0.05 71.8 2,152.8 0.03 288.09.5 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.1424 4.204 0.0000 0.000 <br />2 0.0000 4.204 -0.0950 2.750 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 0.184 0.352 <br />Max Upward from Load Combinations 0.184 0.352 <br />Max Upward from Load Cases 0.105 0.201 <br />D Only 0.079 0.151 <br />+D+Lr 0.184 0.352 <br />+D+0.750Lr 0.157 0.302 <br />+0.60D 0.047 0.090 <br />Lr Only 0.105 0.201 <br />19