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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:B2 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 />1.00Length = 14.080 ft 1 0.313 0.216 0.90 1.001 1.001.00 1.00 11.20 817.2 2,613.0 3.13 261.056.4 <br />+D+L 0.00.0 <br />Length = 14.080 ft 1 0.622 0.447 1.00 1.001 1.001.00 1.00 24.76 1,806.3 2,903.4 7.18 290.0129.5 <br />+D+Lr 0.00.0 <br />Length = 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 />+D+0.750Lr+0.750L 0.00.0 <br />Length = 14.080 ft 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 />+D+0.750L 0.00.0 <br />Length = 14.080 ft 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 />+0.60D 0.00.0 <br />Length = 14.080 ft 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 />+1.203D+1.750E 0.00.0 <br />Length = 14.080 ft 1 0.241 0.169 1.60 1.001 1.001.00 1.00 15.33 1,118.0 4,645.4 4.35 464.078.5 <br />+1.203D-1.750E 0.00.0 <br />Length = 14.080 ft 1 0.205 0.123 1.60 1.001 1.001.00 1.00 13.09 954.5 4,645.4 3.17 464.057.3 <br />+1.152D+0.750L+1.313E 0.00.0 <br />Length = 14.080 ft 1 0.386 0.275 1.60 1.001 1.001.00 1.00 24.56 1,791.6 4,645.4 7.08 464.0127.8 <br />+1.152D+0.750L-1.313E 0.00.0 <br />Length = 14.080 ft 1 0.348 0.241 1.60 1.001 1.001.00 1.00 22.14 1,615.1 4,645.4 6.20 464.0111.9 <br />+0.3970D+1.750E 0.00.0 <br />Length = 14.080 ft 1 0.102 0.071 1.60 1.001 1.001.00 1.00 6.49 473.4 4,645.4 1.83 464.033.0 <br />+0.3970D-1.750E 0.00.0 <br />Length = 14.080 ft 1 0.066 0.047 1.60 1.001 1.001.00 1.00 4.23 308.7 4,645.4 1.20 464.021.6 <br />. <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+0.750Lr+0.750L1 6.629 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 />Max Downward from all Load Conditions (Resisting Uplift)-0.336 -0.464 <br />Max Downward from Load Cases (Resisting Uplift)-0.336 -0.464 <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 />+D+0.70E 3.451 2.643 <br />+D-0.70E 2.981 1.993 <br />+D+0.750L+0.5250E 6.607 4.398 <br />+D+0.750L-0.5250E 6.255 3.911 <br />+0.60D+0.70E 2.165 1.716 <br />+0.60D-0.70E 1.694 1.066 <br />Lr Only 1.444 0.731 <br />L Only 4.287 2.449 <br />E Only 0.336 0.464 <br />E Only * -1.0 -0.336 -0.464 <br />39