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Wood Beam <br />LIC# : KW-06019339, Build:20.25.05.07 SPS Engineering (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:HDR1-3 <br />SPS Engineering <br />15445 Ventura Blvd #63 <br />Sherman Oaks Ca, 91403 <br />818 747 7269 <br />Project File: garnsey st.ec6 <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+L1 0.0662 2.015 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 1.330 1.330 <br />Max Upward from Load Combinations 1.330 1.330 <br />Max Upward from Load Cases 0.710 0.710 <br />D Only 0.620 0.620 <br />+D+L 1.330 1.330 <br />+D+0.750L 1.153 1.153 <br />+0.60D 0.372 0.372 <br />L Only 0.710 0.710