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Wood Beam <br />LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:RR1 <br />SPS Engineering <br />15445 Ventura Blvd #63 <br />Sherman Oaks Ca, 91403 <br />818 747 7269 <br />Project File: 15TH ST.ec6 <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00+0.60D 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 10.0 ft 1 0.045 0.021 1.60 1.000 1.151.00 1.00 0.20 75.3 1,656.0 0.07 288.01.00 6.01.00 <br />1.00Length = 1.0 ft 2 0.002 0.021 1.60 1.000 1.151.00 1.00 0.01 3.1 1,656.0 0.00 288.01.00 6.01.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.0420 5.028 0.0000 0.000 <br />+D+L20.0000 5.028 -0.0131 1.000 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 0.267 0.327 <br />Max Upward from Load Combinations 0.267 0.327 <br />Max Upward from Load Cases 0.134 0.163 <br />D Only 0.134 0.163 <br />+D+L 0.267 0.327 <br />+D+0.750L 0.234 0.286 <br />+0.60D 0.080 0.098 <br />L Only 0.134 0.163 <br />1806 W 15th St & <br />Unit #25/1/2025