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Wood Beam <br />LIC# : KW-06014654, Build:20.23.10.31 Elevated Design & Consulting (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:RB-4 <br />Project File: 2517 W Huckleberry Rd.ec6 <br />Project Title:2517 W Huckleberry Rd #2 <br />Engineer:CD <br />Project ID: <br />Project Descr:Detached ADU <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 />1.00Length = 4.50 ft 1 0.208 0.114 1.15 1.300 1.001.00 1.00 0.40 272.5 1,308.1 0.29 195.51.00 22.31.00 <br />1.00+0.60D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 4.50 ft 1 0.070 0.038 1.60 1.300 1.001.00 1.00 0.19 126.7 1,820.0 0.13 272.01.00 10.41.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L 1 0.0360 2.266 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 0.550 0.550 <br />Max Upward from Load Combinations 0.550 0.550 <br />Max Upward from Load Cases 0.276 0.276 <br />D Only 0.276 0.276 <br />+D+L 0.383 0.383 <br />+D+Lr 0.535 0.535 <br />+D+0.750Lr+0.750L 0.550 0.550 <br />+D+0.750L 0.356 0.356 <br />+0.60D 0.166 0.166 <br />Lr Only 0.259 0.259 <br />L Only 0.107 0.107 <br />Page 16