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Wood Beam <br />LIC# : KW-06014251, Build:20.23.08.30 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:8 - 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 = 0.05321 ft 1 0.006 0.161 1.25 1.100 1.001.00 1.00 0.05 8.5 1,375.0 0.93 225.01.00 36.21.00 <br />1.00+D+0.750Lr+0.750L 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 14.527 ft 1 0.612 0.149 1.25 1.100 1.001.00 1.00 5.18 841.7 1,375.0 0.88 225.01.00 33.51.00 <br />1.00Length = 0.05321 ft 1 0.006 0.149 1.25 1.100 1.001.00 1.00 0.05 7.9 1,375.0 0.86 225.01.00 33.51.00 <br />1.00+D+0.750L 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 14.527 ft 1 0.343 0.088 1.15 1.100 1.001.00 1.00 2.67 434.5 1,265.0 0.48 207.01.00 18.11.00 <br />1.00Length = 0.05321 ft 1 0.003 0.088 1.15 1.100 1.001.00 1.00 0.03 4.3 1,265.0 0.47 207.01.00 18.11.00 <br />1.00+0.60D 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 14.527 ft 1 0.133 0.033 1.60 1.100 1.001.00 1.00 1.44 234.8 1,760.0 0.25 288.01.00 9.41.00 <br />1.00Length = 0.05321 ft 1 0.001 0.033 1.60 1.100 1.001.00 1.00 0.01 2.2 1,760.0 0.24 288.01.00 9.41.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.2669 7.290 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 1.000 0.981 <br />Max Upward from Load Combinations 1.000 0.981 <br />Max Upward from Load Cases 0.562 0.550 <br />D Only 0.438 0.431 <br />+D+L 0.535 0.528 <br />+D+Lr 1.000 0.981 <br />+D+0.750Lr+0.750L 0.933 0.916 <br />+D+0.750L 0.511 0.504 <br />+0.60D 0.263 0.259 <br />Lr Only 0.562 0.550 <br />L Only 0.097 0.097 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024