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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:B2 <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 />1.00Length = 14.080 ft 1 0.327 0.228 1.25 1.001 1.001.00 1.00 16.27 1,186.8 3,629.2 4.57 362.582.5 <br />0.00.0 <br />1 0.507 0.361 1.25 1.001 1.001.00 1.00 25.20 1,838.3 3,629.2 7.25 362.5130.8 <br />0.00.0 <br />1 0.466 0.334 1.15 1.001 1.001.00 1.00 21.35 1,557.2 3,338.9 6.16 333.5111.2 <br />0.00.0 <br />1 0.106 0.073 1.60 1.001 1.001.00 1.00 6.72 490.3 4,645.4 1.88 464.033.9 <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 0.4373 6.629 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 7.514 4.767 <br />Max Upward from Load Combinations 7.514 4.767 <br />Max Upward from Load Cases 4.287 2.449 <br />D Only 3.216 2.318 <br />+D+L 7.503 4.767 <br />+D+Lr 4.660 3.049 <br />+D+0.750Lr+0.750L 7.514 4.703 <br />+D+0.750L 6.431 4.155 <br />+0.60D 1.929 1.391 <br />Lr Only 1.444 0.731 <br />L Only 4.287 2.449 <br />37