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Wood Beam <br />LIC# : KW-06017805, Build:20.23.2.14 MS CONSULTING ENGINEERS (c) ENERCALC INC 1983-2022 <br />DESCRIPTION:NEW 2-2x6 <br />Project File: BM.ec6 <br />Project Title: <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 0.1013 3.022 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 0.510 0.510 <br />Max Upward from Load Combinations 0.510 0.510 <br />Max Upward from Load Cases 0.390 0.390 <br />D Only 0.390 0.390 <br />+D+Lr 0.510 0.510 <br />+D+0.750Lr 0.480 0.480 <br />+0.60D 0.234 0.234 <br />Lr Only 0.120 0.120 <br />4 <br />100 N Harbor Blvd #C-3 - <br />101118438, 20182225, <br />30146961, 4013888710/31/2024