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Wood Beam <br />LIC# : KW-06014251, Build:20.23.12.07 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:1 - C.B. <br />Project File: 2710 Laird Ave Member Check.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <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 = 11.0 ft 1 0.580 0.207 1.25 1.200 1.001.00 1.00 3.26 783.2 1,350.0 1.01 225.01.00 46.71.00 <br />1.00+D+0.750L 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 11.0 ft 1 0.460 0.166 1.15 1.200 1.001.00 1.00 2.38 571.5 1,242.0 0.74 207.01.00 34.31.00 <br />1.00+0.60D 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 11.0 ft 1 0.114 0.041 1.60 1.200 1.001.00 1.00 0.82 197.1 1,728.0 0.25 288.01.00 11.81.00 <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 0.1914 5.540 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 1.075 1.130 <br />Max Upward from Load Combinations 1.075 1.130 <br />Max Upward from Load Cases 0.490 0.490 <br />D Only 0.453 0.475 <br />+D+L 0.943 0.965 <br />+D+Lr 0.792 0.858 <br />+D+0.750Lr+0.750L 1.075 1.130 <br />+D+0.750L 0.821 0.843 <br />+0.60D 0.272 0.285 <br />Lr Only 0.339 0.383 <br />L Only 0.490 0.490 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024