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Wood Beam <br />LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:FJ1 <br />SPS Engineering <br />15445 Ventura Blvd #63 <br />Sherman Oaks Ca, 91403 <br />818 747 7269 <br />Project File: 15TH ST.ec6 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.3302 4.533 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 0.333 0.333 <br />Max Upward from Load Combinations 0.333 0.333 <br />Max Upward from Load Cases 0.239 0.239 <br />D Only 0.095 0.095 <br />+D+L 0.333 0.333 <br />+D+0.750L 0.273 0.273 <br />+0.60D 0.057 0.057 <br />L Only 0.239 0.239 <br />1806 W 15th St & <br />Unit #25/1/2025