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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:B8 <br />Project File: 24-181.ec6 <br />Project Title:Engineer: <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.0199 3.942 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 0.481 0.659 <br />Max Upward from Load Combinations 0.481 0.659 <br />Max Upward from Load Cases 0.303 0.336 <br />D Only 0.177 0.336 <br />+D+L 0.481 0.659 <br />+D+0.750L 0.405 0.578 <br />+0.60D 0.106 0.202 <br />L Only 0.303 0.322 <br />52