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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:12 - 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 />0.99+D+0.750L 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.99Length = 3.330 ft 1 0.233 0.298 1.15 1.300 1.001.00 1.00 0.80 312.1 1,338.6 1.04 207.01.00 61.71.00 <br />0.99+0.60D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />0.99Length = 3.330 ft 1 0.094 0.121 1.60 1.300 1.001.00 1.00 0.45 175.1 1,858.1 0.59 288.01.00 35.01.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0164 1.471 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 2.599 0.804 <br />Max Upward from Load Combinations 2.599 0.804 <br />Max Upward from Load Cases 1.588 0.462 <br />D Only 1.011 0.342 <br />+D+L 1.129 0.461 <br />+D+Lr 2.599 0.804 <br />+D+0.750Lr+0.750L 2.291 0.778 <br />+D+0.750L 1.100 0.431 <br />+0.60D 0.606 0.205 <br />Lr Only 1.588 0.462 <br />L Only 0.119 0.119 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024