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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:3 - 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 = 4.0 ft 1 0.074 0.044 1.15 1.300 1.001.00 1.00 0.15 99.8 1,345.5 0.12 207.01.00 9.11.00 <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 = 4.0 ft 1 0.025 0.015 1.60 1.300 1.001.00 1.00 0.07 47.7 1,872.0 0.06 288.01.00 4.31.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0110 1.985 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 0.314 0.274 <br />Max Upward from Load Combinations 0.314 0.274 <br />Max Upward from Load Cases 0.190 0.163 <br />D Only 0.123 0.110 <br />+D+L 0.163 0.150 <br />+D+Lr 0.314 0.274 <br />+D+0.750Lr+0.750L 0.296 0.263 <br />+D+0.750L 0.153 0.140 <br />+0.60D 0.074 0.066 <br />Lr Only 0.190 0.163 <br />L Only 0.040 0.040 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024