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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 />1.00Length = 18.410 ft 1 0.232 0.166 1.15 1.001 1.001.00 1.00 15.95 775.5 3,338.9 4.62 333.555.5
<br />Length = 3.830 ft 2 0.232 0.166 1.15 1.001 1.001.00 1.00 15.95 775.5 3,338.9 4.62 333.555.5
<br />+D+0.750L+0.750S+H, LL Comb Run (L*)0.00.0
<br />Length = 18.410 ft 1 0.333 0.224 1.15 1.001 1.001.00 1.00 22.85 1,111.3 3,338.9 6.21 333.574.7
<br />Length = 3.830 ft 2 0.089 0.224 1.15 1.001 1.001.00 1.00 6.13 298.3 3,338.9 1.86 333.574.7
<br />+D+0.750L+0.750S+H, LL Comb Run (LL)0.00.0
<br />Length = 18.410 ft 1 0.273 0.206 1.15 1.001 1.001.00 1.00 18.73 910.9 3,338.9 5.70 333.568.6
<br />Length = 3.830 ft 2 0.232 0.206 1.15 1.001 1.001.00 1.00 15.95 775.5 3,338.9 4.62 333.568.6
<br />+D+0.60W+H 0.00.0
<br />Length = 18.410 ft 1 0.137 0.111 1.60 1.001 1.001.00 1.00 13.12 638.1 4,645.4 4.29 464.051.6
<br />Length = 3.830 ft 2 0.064 0.111 1.60 1.001 1.001.00 1.00 6.13 298.3 4,645.4 1.86 464.051.6
<br />+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (*L)0.00.0
<br />Length = 18.410 ft 1 0.169 0.122 1.60 1.001 1.001.00 1.00 16.17 786.2 4,645.4 4.70 464.056.5
<br />Length = 3.830 ft 2 0.169 0.122 1.60 1.001 1.001.00 1.00 16.17 786.2 4,645.4 4.70 464.056.5
<br />+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (L*)0.00.0
<br />Length = 18.410 ft 1 0.274 0.203 1.60 1.001 1.001.00 1.00 26.19 1,273.3 4,645.4 7.83 464.094.2
<br />Length = 3.830 ft 2 0.064 0.203 1.60 1.001 1.001.00 1.00 6.13 298.3 4,645.4 1.86 464.094.2
<br />+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (LL)0.00.0
<br />Length = 18.410 ft 1 0.231 0.189 1.60 1.001 1.001.00 1.00 22.07 1,073.0 4,645.4 7.29 464.087.6
<br />Length = 3.830 ft 2 0.169 0.189 1.60 1.001 1.001.00 1.00 16.17 786.2 4,645.4 4.70 464.087.6
<br />+D+0.750L+0.750S+0.450W+H, LL Comb Run (*L)0.00.0
<br />Length = 18.410 ft 1 0.167 0.120 1.60 1.001 1.001.00 1.00 15.95 775.5 4,645.4 4.62 464.055.5
<br />Length = 3.830 ft 2 0.167 0.120 1.60 1.001 1.001.00 1.00 15.95 775.5 4,645.4 4.62 464.055.5
<br />+D+0.750L+0.750S+0.450W+H, LL Comb Run (L*)0.00.0
<br />Length = 18.410 ft 1 0.239 0.161 1.60 1.001 1.001.00 1.00 22.85 1,111.3 4,645.4 6.21 464.074.7
<br />Length = 3.830 ft 2 0.064 0.161 1.60 1.001 1.001.00 1.00 6.13 298.3 4,645.4 1.86 464.074.7
<br />+D+0.750L+0.750S+0.450W+H, LL Comb Run (LL)0.00.0
<br />Length = 18.410 ft 1 0.196 0.148 1.60 1.001 1.001.00 1.00 18.73 910.9 4,645.4 5.70 464.068.6
<br />Length = 3.830 ft 2 0.167 0.148 1.60 1.001 1.001.00 1.00 15.95 775.5 4,645.4 4.62 464.068.6
<br />+0.60D+0.60W+0.60H 0.00.0
<br />Length = 18.410 ft 1 0.082 0.067 1.60 1.001 1.001.00 1.00 7.87 382.9 4,645.4 2.58 464.031.0
<br />Length = 3.830 ft 2 0.039 0.067 1.60 1.001 1.001.00 1.00 3.68 179.0 4,645.4 1.11 464.031.0
<br />+1.203D+1.750E+0.60H 0.00.0
<br />Length = 18.410 ft 1 0.376 0.234 1.60 1.001 1.001.00 1.00 35.94 1,747.5 4,645.4 9.03 464.0108.6
<br />Length = 3.830 ft 2 0.032 0.234 1.60 1.001 1.001.00 1.00 3.08 149.9 4,645.4 1.25 464.0108.6
<br />+1.203D-1.750E+0.60H 0.00.0
<br />Length = 18.410 ft 1 0.187 0.134 1.60 1.001 1.001.00 1.00 17.84 867.6 4,645.4 5.16 464.062.0
<br />Length = 3.830 ft 2 0.187 0.134 1.60 1.001 1.001.00 1.00 17.84 867.6 4,645.4 5.16 464.062.0
<br />+1.152D+0.750L+0.750S+1.313E+H, LL Comb Run (*L)0.00.0
<br />Length = 18.410 ft 1 0.264 0.190 1.60 1.001 1.001.00 1.00 25.17 1,224.2 4,645.4 7.31 464.088.0
<br />Length = 3.830 ft 2 0.095 0.190 1.60 1.001 1.001.00 1.00 9.03 439.3 4,645.4 2.71 464.088.0
<br />+1.152D+0.750L+0.750S+1.313E+H, LL Comb Run (L*)0.00.0
<br />Length = 18.410 ft 1 0.419 0.253 1.60 1.001 1.001.00 1.00 40.04 1,947.1 4,645.4 9.76 464.0117.4
<br />Length = 3.830 ft 2 0.009 0.253 1.60 1.001 1.001.00 1.00 0.84 40.9 4,645.4 0.59 464.0117.4
<br />+1.152D+0.750L+0.750S+1.313E+H, LL Comb Run (LL)0.00.0
<br />Length = 18.410 ft 1 0.368 0.239 1.60 1.001 1.001.00 1.00 35.11 1,707.2 4,645.4 9.23 464.0111.0
<br />Length = 3.830 ft 2 0.095 0.239 1.60 1.001 1.001.00 1.00 9.03 439.3 4,645.4 2.71 464.0111.0
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