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Wood Beam <br />LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:B1 <br />Project File: santa ana portola.ec6 <br />Project Title: <br />Engineer: <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+Lr1 5.036 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 0.280 0.280 <br />Max Upward from Load Combinations 0.280 0.280 <br />Max Upward from Load Cases 0.150 0.150 <br />D Only 0.130 0.130 <br />+D+Lr 0.280 0.280 <br />+D+0.750Lr 0.243 0.243 <br />+0.60D 0.078 0.078 <br />Lr Only 0.150 0.150 <br />pg008