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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:B11 - Landing Joist <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 0.0260 2.770 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 0.263 0.263 <br />Max Upward from Load Combinations 0.263 0.263 <br />Max Upward from Load Cases 0.220 0.220 <br />D Only 0.043 0.043 <br />+D+L 0.263 0.263 <br />+D+0.750L 0.208 0.208 <br />+0.60D 0.026 0.026 <br />L Only 0.220 0.220 <br />7 <br />Max reaction = 263lb <br />LUS hanger capacity = 1010lb <br />DCR = 263lb/1010lb = 0.26 < 1 OK <br />914-918 N Bewley <br />St5/8/2025