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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:H1 <br />Project File: 24-459.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 = 4.0 ft 1 0.119 0.124 1.60 1.300 1.001.00 1.00 0.33 223.4 1,872.0 0.43 272.033.7 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0420 2.175 0.0000 0.000 <br />. <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 0.638 1.809 <br />Max Upward from Load Combinations 0.638 1.809 <br />Max Upward from Load Cases 0.364 1.034 <br />D Only 0.273 0.776 <br />+D+Lr 0.638 1.809 <br />+D+0.750Lr 0.547 1.551 <br />+0.60D 0.164 0.465 <br />Lr Only 0.364 1.034 <br />17 <br />2201 S Halladay St <br />9/24/2024