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Wood Beam <br />LIC# : KW-06016542, Build:20.24.06.04 (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:HDR-2 <br />Project File: 2002 Parton ST.ec6 <br />Project Title:2002 Parton St <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 = 14.833 ft 1 0.110 0.058 1.60 1.007 1.001.00 1.00 4.76 516.1 4,673.4 1.07 464.01.00 27.11.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.6505 7.362 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 4.663 4.043 <br />Max Upward from Load Combinations 4.663 4.043 <br />Max Upward from Load Cases 2.773 2.336 <br />D Only 1.889 1.707 <br />+D+L 4.663 4.043 <br />+D+0.750L 3.969 3.459 <br />+0.60D 1.134 1.024 <br />L Only 2.773 2.336