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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:7 - 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 />0.98+D+0.750L 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.98Length = 6.50 ft 1 0.311 0.182 1.15 1.100 1.001.00 1.00 2.38 387.1 1,244.6 0.99 207.01.00 37.71.00 <br />0.98+0.60D 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.97Length = 6.50 ft 1 0.119 0.068 1.60 1.100 1.001.00 1.00 1.26 204.5 1,715.7 0.51 288.01.00 19.61.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0455 3.464 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 1.407 2.161 <br />Max Upward from Load Combinations 1.407 2.161 <br />Max Upward from Load Cases 0.788 1.262 <br />D Only 0.619 0.899 <br />+D+L 0.865 1.146 <br />+D+Lr 1.407 2.161 <br />+D+0.750Lr+0.750L 1.395 2.030 <br />+D+0.750L 0.804 1.084 <br />+0.60D 0.371 0.540 <br />Lr Only 0.788 1.262 <br />L Only 0.246 0.246 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024