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Wood Beam <br />LIC# : KW-06019339, Build:20.25.06.16 SPS Engineering (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:CJ1 <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+L+H1 0.4663 8.310 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 0.272 0.272 <br />Max Upward from Load Combinations 0.272 0.272 <br />Max Upward from Load Cases 0.165 0.165 <br />+D+H 0.107 0.107 <br />+D+L+H 0.272 0.272 <br />+D+Lr+H 0.107 0.107 <br />+D+S+H 0.107 0.107 <br />+D+0.750Lr+0.750L+H 0.231 0.231 <br />+D+0.750L+0.750S+H 0.231 0.231 <br />+D+0.60W+H 0.107 0.107 <br />+D+0.750Lr+0.750L+0.450W+H 0.231 0.231 <br />+D+0.750L+0.750S+0.450W+H 0.231 0.231 <br />+0.60D+0.60W+0.60H 0.064 0.064 <br />+D+0.70E+0.60H 0.107 0.107 <br />+D+0.750L+0.750S+0.5250E+H 0.231 0.231 <br />+0.60D+0.70E+H 0.064 0.064 <br />D Only 0.107 0.107 <br />L Only 0.165 0.165 <br />H Only