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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:B12 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 = 16.10 ft 1 0.485 0.263 1.25 1.001 1.001.00 1.00 18.08 1,758.5 3,629.2 3.97 362.595.5 <br />+D+0.750Lr+0.750L 0.00.0 <br />Length = 16.10 ft 1 0.450 0.245 1.25 1.001 1.001.00 1.00 16.79 1,632.8 3,629.2 3.68 362.588.6 <br />+D+0.750L 0.00.0 <br />Length = 16.10 ft 1 0.319 0.173 1.15 1.001 1.001.00 1.00 10.96 1,065.6 3,338.9 2.40 333.557.8 <br />+0.60D 0.00.0 <br />Length = 16.10 ft 1 0.129 0.070 1.60 1.001 1.001.00 1.00 6.18 601.3 4,645.4 1.36 464.032.6 <br />+1.203D+1.750E 0.00.0 <br />Length = 16.10 ft 1 0.339 0.225 1.60 1.001 1.001.00 1.00 16.19 1,574.4 4,645.4 4.34 464.0104.5 <br />+1.203D-1.750E 0.00.0 <br />Length = 16.10 ft 1 0.191 0.118 1.60 1.001 1.001.00 1.00 9.11 886.1 4,645.4 2.28 464.054.9 <br />+1.152D+0.750L+1.313E 0.00.0 <br />Length = 16.10 ft 1 0.321 0.206 1.60 1.001 1.001.00 1.00 15.32 1,489.9 4,645.4 3.96 464.095.4 <br />+1.152D+0.750L-1.313E 0.00.0 <br />Length = 16.10 ft 1 0.210 0.125 1.60 1.001 1.001.00 1.00 10.01 973.7 4,645.4 2.42 464.058.2 <br />+0.3970D+1.750E 0.00.0 <br />Length = 16.10 ft 1 0.176 0.131 1.60 1.001 1.001.00 1.00 8.39 816.4 4,645.4 2.52 464.060.6 <br />+0.3970D-1.750E 0.00.0 <br />Length = 16.10 ft 1 0.059 0.054 1.60 1.001 1.001.00 1.00 2.80 272.0 4,645.4 1.04 464.024.9 <br />. <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+Lr1 8.109 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 4.492 4.492 <br />Max Upward from Load Combinations 4.492 4.492 <br />Max Upward from Load Cases 2.560 2.560 <br />Max Downward from all Load Conditions (Resisting Uplift)-0.251 -0.927 <br />Max Downward from Load Cases (Resisting Uplift)-0.251 -0.927 <br />D Only 2.560 2.560 <br />+D+L 2.776 2.776 <br />+D+Lr 4.492 4.492 <br />+D+0.750Lr+0.750L 4.171 4.171 <br />+D+0.750L 2.722 2.722 <br />+0.60D 1.536 1.536 <br />+D+0.70E 2.736 3.209 <br />+D-0.70E 2.384 1.912 <br />+D+0.750L+0.5250E 2.854 3.209 <br />+D+0.750L-0.5250E 2.590 2.236 <br />+0.60D+0.70E 1.712 2.185 <br />+0.60D-0.70E 1.360 0.887 <br />Lr Only 1.932 1.932 <br />L Only 0.216 0.216 <br />E Only 0.251 0.927 <br />E Only * -1.0 -0.251 -0.927 <br />69