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Wood Beam <br />LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:B12 - Deck Beam <br />Project File: 23-0221-00 - Revised Stairway.ec6 <br />Project Title:Illumination Foundation <br />Engineer: <br />Project ID:23-0221-00 <br />Project Descr: <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.3574 6.381 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 1.276 1.276 <br />Max Upward from Load Combinations 1.276 1.276 <br />Max Upward from Load Cases 1.045 1.045 <br />D Only 0.231 0.231 <br />+D+L 1.276 1.276 <br />+D+0.750L 1.015 1.015 <br />+0.60D 0.139 0.139 <br />L Only 1.045 1.045 <br />9 <br />Max reaction = 1276lb <br />HUC hanger capacity = 1490lb <br />DCR = 263lb/1010lb = 0.86 < 1 OK <br />914-918 N Bewley <br />St5/8/2025