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Wood Beam <br />LIC# : KW-06019339, Build:20.24.02.28 SPS Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:RBM1 <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 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.50 ft 1 0.093 0.057 1.60 0.983 1.001.00 1.00 4.05 425.5 4,561.3 0.86 464.01.00 26.41.00 <br />1.00Length = 1.0 ft 2 0.001 0.057 1.60 0.983 1.001.00 1.00 0.06 6.3 4,561.3 0.12 464.01.00 26.41.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.3789 8.296 0.0000 0.000 <br />+D+L20.0000 8.296 -0.0723 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 3.288 3.712 <br />Max Upward from Load Combinations 3.288 3.712 <br />Max Upward from Load Cases 1.644 1.856 <br />D Only 1.644 1.856 <br />+D+L 3.288 3.712 <br />+D+0.750L 2.877 3.248 <br />+0.60D 0.986 1.114 <br />L Only 1.644 1.856 <br />1806 W 15th St & <br />Unit #25/1/2025