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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:B11. 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+1.152D+0.750L+0.750S-1.313E+H, LL Comb Run (*L)1.001 1.001.00 1.00 0.0 0.00 0.00.0 <br />Length = 18.410 ft 1 0.259 0.184 1.60 1.001 1.001.00 1.00 24.73 1,202.5 4,645.4 7.09 464.085.3 <br />Length = 3.830 ft 2 0.259 0.184 1.60 1.001 1.001.00 1.00 24.73 1,202.5 4,645.4 7.09 464.085.3 <br />+1.152D+0.750L+0.750S-1.313E+H, LL Comb Run (L*)0.00.0 <br />Length = 18.410 ft 1 0.156 0.125 1.60 1.001 1.001.00 1.00 14.91 725.3 4,645.4 4.82 464.057.9 <br />Length = 3.830 ft 2 0.156 0.125 1.60 1.001 1.001.00 1.00 14.91 725.3 4,645.4 4.33 464.057.9 <br />+1.152D+0.750L+0.750S-1.313E+H, LL Comb Run (LL)0.00.0 <br />Length = 18.410 ft 1 0.259 0.184 1.60 1.001 1.001.00 1.00 24.73 1,202.5 4,645.4 7.09 464.085.3 <br />Length = 3.830 ft 2 0.259 0.184 1.60 1.001 1.001.00 1.00 24.73 1,202.5 4,645.4 7.09 464.085.3 <br />+0.3970D+1.750E+H 0.00.0 <br />Length = 18.410 ft 1 0.270 0.144 1.60 1.001 1.001.00 1.00 25.77 1,252.9 4,645.4 5.57 464.067.0 <br />Length = 3.830 ft 2 0.084 0.144 1.60 1.001 1.001.00 1.00 8.03 390.3 4,645.4 2.37 464.067.0 <br />+0.3970D-1.750E+H 0.00.0 <br />Length = 18.410 ft 1 0.165 0.095 1.60 1.001 1.001.00 1.00 15.74 765.6 4,645.4 3.66 464.044.0 <br />Length = 3.830 ft 2 0.135 0.095 1.60 1.001 1.001.00 1.00 12.90 627.2 4,645.4 3.66 464.044.0 <br />. <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+0.750L+0.750S+0.5250E+H, LL Comb Run (L*)1 9.051 0.0000 0.000 <br />2 9.051 -0.3570 3.830 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 7.830 12.858 <br />Max Upward from Load Combinations 7.830 12.858 <br />Max Upward from Load Cases 4.293 7.294 <br />Max Downward from all Load Conditions (Resisting Uplift)-2.207 -1.027 <br />Max Downward from Load Cases (Resisting Uplift)-2.207 -1.027 <br />+D+H 4.293 5.564 <br />+D+L+H, LL Comb Run (*L)3.583 9.978 <br />+D+L+H, LL Comb Run (L*)6.847 8.445 <br />+D+L+H, LL Comb Run (LL)6.136 12.858 <br />+D+Lr+H, LL Comb Run (*L)4.277 5.733 <br />+D+Lr+H, LL Comb Run (L*)6.456 6.279 <br />+D+Lr+H, LL Comb Run (LL)6.440 6.448 <br />+D+S+H 4.293 5.564 <br />+D+0.750Lr+0.750L+H, LL Comb Run (*L)3.748 9.001 <br />+D+0.750Lr+0.750L+H, LL Comb Run (L*)7.830 8.261 <br />+D+0.750Lr+0.750L+H, LL Comb Run (LL)7.285 11.698 <br />+D+0.750L+0.750S+H, LL Comb Run (*L)3.760 8.874 <br />+D+0.750L+0.750S+H, LL Comb Run (L*)6.208 7.725 <br />+D+0.750L+0.750S+H, LL Comb Run (LL)5.675 11.035 <br />+D+0.60W+H 4.293 5.564 <br />+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (*L)3.748 9.001 <br />+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (L*)7.830 8.261 <br />+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (LL)7.285 11.698 <br />+D+0.750L+0.750S+0.450W+H, LL Comb Run (*L)3.760 8.874 <br />+D+0.750L+0.750S+0.450W+H, LL Comb Run (L*)6.208 7.725 <br />+D+0.750L+0.750S+0.450W+H, LL Comb Run (LL)5.675 11.035 <br />+0.60D+0.60W+0.60H 2.576 3.339 <br />+D+0.70E+0.60H 5.839 4.845 <br />+D-0.70E+0.60H 2.748 6.284 <br />+D+0.750L+0.750S+0.5250E+H, LL Comb Run (*L)4.919 8.335 <br />+D+0.750L+0.750S+0.5250E+H, LL Comb Run (L*)7.367 7.185 <br />+D+0.750L+0.750S+0.5250E+H, LL Comb Run (LL)6.834 10.495 <br />63