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Wood Beam <br />LIC# : KW-06019792, Build:20.24.04.09 EC + Associates Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:RB1 <br />Project File: 25-422 1414 W EDINGER AVE.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 />1.00+D+0.750Lr 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 9.833 ft 1 0.480 0.271 1.25 1.007 1.001.00 1.00 32.36 1,753.3 3,651.1 7.72 362.51.00 98.11.00 <br />1.00Length = 4.250 ft 2 0.480 0.271 1.25 1.007 1.001.00 1.00 32.36 1,753.3 3,651.1 7.72 362.51.00 98.11.00 <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 = 9.833 ft 1 0.125 0.071 1.60 1.007 1.001.00 1.00 10.76 582.9 4,673.4 2.58 464.01.00 32.81.00 <br />1.00Length = 4.250 ft 2 0.125 0.071 1.60 1.007 1.001.00 1.00 10.76 582.9 4,673.4 2.58 464.01.00 32.81.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr10.0000 0.000 -0.1391 5.768 <br />+D+Lr 2 0.4558 4.250 0.0000 5.768 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 13.209 <br />Max Upward from Load Combinations 13.209 <br />Max Upward from Load Cases 6.671 <br />Max Downward from all Load Conditio -3.304 <br />Max Downward from Load Combinations -3.304 <br />Max Downward from Load Cases (Resis -1.825 <br />D Only -1.478 6.538 <br />+D+Lr -3.304 13.209 <br />+D+0.750Lr -2.847 11.541 <br />+0.60D -0.887 3.923 <br />Lr Only -1.825 6.671