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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:9 - H. <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 = 3.0 ft 1 0.090 0.063 1.15 1.300 1.001.00 1.00 0.18 121.2 1,345.5 0.17 207.01.00 13.01.00 <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 = 3.0 ft 1 0.035 0.024 1.60 1.300 1.001.00 1.00 0.10 65.8 1,872.0 0.09 288.01.00 7.01.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0095 1.511 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 0.603 0.603 <br />Max Upward from Load Combinations 0.603 0.603 <br />Max Upward from Load Cases 0.388 0.388 <br />D Only 0.215 0.215 <br />+D+L 0.245 0.245 <br />+D+Lr 0.603 0.603 <br />+D+0.750Lr+0.750L 0.528 0.528 <br />+D+0.750L 0.238 0.238 <br />+0.60D 0.129 0.129 <br />Lr Only 0.388 0.388 <br />L Only 0.030 0.030 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024