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Wood Beam <br />LIC# : KW-06017148, Build:20.22.10.25 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2022 <br />DESCRIPTION:B4 <br />Project File: 24-462.ec6 <br />Project Title:Engineer:Project ID:Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00Length = 19.0 ft 1 0.089 0.042 1.60 1.001 1.001.00 1.00 4.25 412.9 4,645.4 0.81 464.01.00 19.51.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.7171 9.500 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 3.363 2.922 <br />Max Upward from Load Combinations 3.363 2.922 <br />Max Upward from Load Cases 1.922 1.669 <br />D Only 1.442 1.253 <br />+D+Lr 3.363 2.922 <br />+D+0.750Lr 2.883 2.505 <br />+0.60D 0.865 0.752 <br />Lr Only 1.922 1.669 <br />24