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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:B1 <br />Project File: 24-459.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 />1.00Length = 13.451 ft 1 0.647 0.233 1.25 1.000 1.001.00 1.00 7.35 727.8 1,125.0 2.09 212.549.5 <br />1 0.007 0.233 1.25 1.000 1.001.00 1.00 0.07 7.4 1,125.0 1.47 212.549.5 <br />0.00.0 <br />1 0.152 0.055 1.60 1.000 1.001.00 1.00 2.21 218.3 1,440.0 0.63 272.014.8 <br />1 0.002 0.055 1.60 1.000 1.001.00 1.00 0.02 2.2 1,440.0 0.44 272.014.8 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.2441 6.504 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 2.761 1.762 <br />Max Upward from Load Combinations 2.761 1.762 <br />Max Upward from Load Cases 1.578 1.006 <br />D Only 1.183 0.755 <br />+D+Lr 2.761 1.762 <br />+D+0.750Lr 2.367 1.510 <br />+0.60D 0.710 0.453 <br />Lr Only 1.578 1.006 <br />14 <br />2201 S Halladay St <br />9/24/2024