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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:1st Floor HIP: HB1 <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 />1.00+0.60D 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 4.330 ft 1 0.006 0.005 1.60 1.300 1.151.00 1.00 0.03 13.1 2,093.0 0.02 272.01.00 1.41.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0029 2.244 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 0.081 0.150 <br />Max Upward from Load Combinations 0.081 0.150 <br />Max Upward from Load Cases 0.043 0.087 <br />D Only 0.038 0.064 <br />+D+Lr 0.081 0.150 <br />+D+0.750Lr 0.070 0.129 <br />+0.60D 0.023 0.038 <br />Lr Only 0.043 0.087 <br />Pa e 16 of 39