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Wood Beam <br />LIC# : KW-06019842, Build:20.24.08.01 Structural Engineering Consultants (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:C.J. <br />Project File: Design Check_2 Story.ec6 <br />Project Title: <br />Engineer: <br />Pro ect 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 />0.91Length = 3.991 ft 1 0.150 0.032 1.60 1.300 1.151.00 1.00 0.19 295.8 1,967.3 0.02 288.01.00 9.31.00 <br />0.91Length = 3.991 ft 1 0.146 0.032 1.60 1.300 1.151.00 1.00 0.18 287.4 1,967.3 0.04 288.01.00 9.31.00 <br />0.98Length = 1.696 ft 1 0.061 0.032 1.60 1.300 1.151.00 1.00 0.08 128.6 2,105.5 0.05 288.01.00 9.31.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />D Only 1 0.3159 6.885 0.0000 0.000 <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 0.091 0.091 <br />Max Upward from Load Combinations 0.055 0.055 <br />Max Upward from Load Cases 0.091 0.091 <br />D Only 0.091 0.091 <br />+0.60D 0.055 0.055 <br />Pa e 6 of 39