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Wood Beam <br />LIC# : KW-06012305, Build:20.23.12.05 ES ENGINEERING SOLUTIONS LLC (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:BM-3_Calculations <br />Project File: 282023_Santa Ana.ec6 <br />Project Title: <br />Engineer: <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+D+0.750L 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.521 0.336 1.15 1.007 1.001.00 1.00 10.76 1,749.3 3,359.0 2.94 333.51.00 112.11.00 <br />1.00+0.60D 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 16.0 ft 1 0.176 0.114 1.60 1.007 1.001.00 1.00 5.06 822.6 4,673.4 1.38 464.01.00 52.71.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L 1 0.7992 8.292 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 3.304 4.313 <br />Max Upward from Load Combinations 3.304 4.313 <br />Max Upward from Load Cases 1.833 2.364 <br />D Only 1.833 2.364 <br />+D+L 2.487 3.230 <br />+D+Lr 3.140 4.097 <br />+D+0.750Lr+0.750L 3.304 4.313 <br />+D+0.750L 2.323 3.014 <br />+0.60D 1.100 1.419 <br />Lr Only 1.308 1.733 <br />L Only 0.654 0.866