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Wood Beam <br />LIC# : KW-06017148, Build:20.23.10.31 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:B4 <br />Project File: 24-181.ec6 <br />Project Title:Engineer: <br />Maximum Forces & Stresses for Load Combinations <br />Span #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+0.750L 1.001 1.001.00 1.00 0.0 0.00 0.00.0 <br />1 0.483 0.320 1.25 1.001 1.001.00 1.00 18.01 1,752.0 3,629.2 4.82 362.5116.0 <br />0.00.0 <br />1 0.395 0.255 1.15 1.001 1.001.00 1.00 13.57 1,319.7 3,338.9 3.54 333.585.1 <br />0.00.0 <br />1 0.120 0.079 1.60 1.001 1.001.00 1.00 5.75 559.0 4,645.4 1.53 464.036.9 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L 1 0.4442 6.886 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 5.245 4.577 <br />Max Upward from Load Combinations 5.245 4.577 <br />Max Upward from Load Cases 2.787 2.453 <br />D Only 2.787 2.453 <br />+D+L 4.311 3.977 <br />+D+Lr 4.540 3.761 <br />+D+0.750Lr+0.750L 5.245 4.577 <br />+D+0.750L 3.930 3.596 <br />+0.60D 1.672 1.472 <br />Lr Only 1.753 1.308 <br />L Only 1.523 1.523 <br />45