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Wood Beam <br />LIC# : KW-06017148, Build:20.24.10.30 CASTILLO ENGINEERING INC.(c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:B4 Overstrength <br />Project File: 25-181.ec6 <br />Project Title: <br />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+Lr 1.001 1.001.00 1.00 0.0 0.00 0.00.0 <br />Length = 14.080 ft 1 0.417 0.283 1.25 1.001 1.001.00 1.00 15.58 1,514.9 3,629.2 4.27 362.5102.7 <br />+D+0.750Lr+0.750L 0.00.0 <br />Length = 14.080 ft 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 />+D+0.750L 0.00.0 <br />Length = 14.080 ft 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 />+0.60D 0.00.0 <br />Length = 14.080 ft 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 />+1.203D+1.750E 0.00.0 <br />Length = 14.080 ft 1 0.336 0.240 1.60 1.001 1.001.00 1.00 16.06 1,561.4 4,645.4 4.63 464.0111.5 <br />+1.203D-1.750E 0.00.0 <br />Length = 14.080 ft 1 0.162 0.106 1.60 1.001 1.001.00 1.00 7.74 753.1 4,645.4 2.05 464.049.3 <br />+1.152D+0.750L+1.313E 0.00.0 <br />Length = 14.080 ft 1 0.381 0.264 1.60 1.001 1.001.00 1.00 18.20 1,770.1 4,645.4 5.10 464.0122.6 <br />+1.152D+0.750L-1.313E 0.00.0 <br />Length = 14.080 ft 1 0.255 0.159 1.60 1.001 1.001.00 1.00 12.16 1,182.3 4,645.4 3.06 464.073.6 <br />+0.3970D+1.750E 0.00.0 <br />Length = 14.080 ft 1 0.187 0.134 1.60 1.001 1.001.00 1.00 8.94 869.1 4,645.4 2.57 464.061.9 <br />+0.3970D-1.750E 0.00.0 <br />Length = 14.080 ft 1 0.047 0.045 1.60 1.001 1.001.00 1.00 2.22 216.0 4,645.4 0.87 464.020.8 <br />. <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+0.750Lr+0.750L1 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 />Max Downward from all Load Conditions (Resisting Uplift)-0.892 -0.304 <br />Max Downward from Load Cases (Resisting Uplift)-0.892 -0.304 <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 />+D+0.70E 3.411 2.666 <br />+D-0.70E 2.163 2.241 <br />+D+0.750L+0.5250E 4.398 3.756 <br />+D+0.750L-0.5250E 3.461 3.436 <br />+0.60D+0.70E 2.297 1.685 <br />+0.60D-0.70E 1.048 1.259 <br />Lr Only 1.753 1.308 <br />L Only 1.523 1.523 <br />E Only 0.892 0.304 <br />E Only * -1.0 -0.892 -0.304 <br />47