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Wood Beam <br />LIC# : KW-06018875, Build:20.23.08.30 FA Trinity Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:RB2 <br />Fa Structural Engineering <br />Email : atefg@fastructural.com <br />Address : 15041 Genoa Cir <br />Huntington Beach <br />CA 92647 <br />Phone :+1 714.519.5027 <br />Project File: 35-24.ec6 <br />Project Title: <br />Engineer: <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.3367 9.639 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 9.485 10.179 <br />Max Upward from Load Combinations 9.485 10.179 <br />Max Upward from Load Cases 5.951 6.645 <br />D Only 5.951 6.645 <br />+D+Lr 9.485 10.179 <br />+D+0.750Lr 8.601 9.296 <br />+0.60D 3.570 3.987 <br />Lr Only 3.534 3.534 <br />Page 20 <br />800 N Tustin Ave Unit <br />#H1/23/2025