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Wood Beam <br />LIC# : KW-06016542, Build:20.24.06.04 (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Roof Rafter <br />Project File: 2002 Parton ST.ec6 <br />Project Title:2002 Parton St <br />Engineer: <br />Project ID: <br />Project Descr: <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.5173 5.641 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 0.271 0.271 <br />Max Upward from Load Combinations 0.271 0.271 <br />Max Upward from Load Cases 0.149 0.149 <br />D Only 0.122 0.122 <br />+D+Lr 0.271 0.271 <br />+D+0.750Lr 0.233 0.233 <br />+0.60D 0.073 0.073 <br />Lr Only 0.149 0.149