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Wood Beam
<br />LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025
<br />DESCRIPTION:B3
<br />Project File: santa ana portola.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 = 3.0 ft 2 0.148 0.057 1.00 1.000 1.001.00 1.00 1.02 147.5 1,000.0 0.36 180.010.3
<br />+D+L+H, LL Comb Run (L*)0.00.0
<br />Length = 13.0 ft 1 0.148 0.057 1.00 1.000 1.001.00 1.00 1.02 147.5 1,000.0 0.36 180.010.3
<br />Length = 3.0 ft 2 0.148 0.057 1.00 1.000 1.001.00 1.00 1.02 147.5 1,000.0 0.36 180.010.3
<br />+D+L+H, LL Comb Run (LL)0.00.0
<br />Length = 13.0 ft 1 0.148 0.057 1.00 1.000 1.001.00 1.00 1.02 147.5 1,000.0 0.36 180.010.3
<br />Length = 3.0 ft 2 0.148 0.057 1.00 1.000 1.001.00 1.00 1.02 147.5 1,000.0 0.36 180.010.3
<br />+D+Lr+H, LL Comb Run (*L)0.00.0
<br />Length = 13.0 ft 1 0.256 0.099 1.25 1.000 1.001.00 1.00 2.21 320.3 1,250.0 0.78 225.022.3
<br />Length = 3.0 ft 2 0.256 0.099 1.25 1.000 1.001.00 1.00 2.21 320.3 1,250.0 0.78 225.022.3
<br />+D+Lr+H, LL Comb Run (L*)0.00.0
<br />Length = 13.0 ft 1 0.118 0.051 1.25 1.000 1.001.00 1.00 1.02 147.5 1,250.0 0.40 225.011.5
<br />Length = 3.0 ft 2 0.118 0.046 1.25 1.000 1.001.00 1.00 1.02 147.5 1,250.0 0.36 225.010.3
<br />+D+Lr+H, LL Comb Run (LL)0.00.0
<br />Length = 13.0 ft 1 0.256 0.099 1.25 1.000 1.001.00 1.00 2.21 320.3 1,250.0 0.78 225.022.3
<br />Length = 3.0 ft 2 0.256 0.099 1.25 1.000 1.001.00 1.00 2.21 320.3 1,250.0 0.78 225.022.3
<br />+D+0.70S+H 0.00.0
<br />Length = 13.0 ft 1 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3
<br />Length = 3.0 ft 2 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3
<br />+D+0.750Lr+0.750L+H, LL Comb Run (*L)0.00.0
<br />Length = 13.0 ft 1 0.222 0.086 1.25 1.000 1.001.00 1.00 1.91 277.1 1,250.0 0.67 225.019.3
<br />Length = 3.0 ft 2 0.222 0.086 1.25 1.000 1.001.00 1.00 1.91 277.1 1,250.0 0.67 225.019.3
<br />+D+0.750Lr+0.750L+H, LL Comb Run (L*)0.00.0
<br />Length = 13.0 ft 1 0.118 0.046 1.25 1.000 1.001.00 1.00 1.02 147.5 1,250.0 0.36 225.010.3
<br />Length = 3.0 ft 2 0.118 0.046 1.25 1.000 1.001.00 1.00 1.02 147.5 1,250.0 0.36 225.010.3
<br />+D+0.750Lr+0.750L+H, LL Comb Run (LL)0.00.0
<br />Length = 13.0 ft 1 0.222 0.086 1.25 1.000 1.001.00 1.00 1.91 277.1 1,250.0 0.67 225.019.3
<br />Length = 3.0 ft 2 0.222 0.086 1.25 1.000 1.001.00 1.00 1.91 277.1 1,250.0 0.67 225.019.3
<br />+D+0.750L+0.5250S+H, LL Comb Run (*L)0.00.0
<br />Length = 13.0 ft 1 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3
<br />Length = 3.0 ft 2 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3
<br />+D+0.750L+0.5250S+H, LL Comb Run (L*)0.00.0
<br />Length = 13.0 ft 1 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3
<br />Length = 3.0 ft 2 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3
<br />+D+0.750L+0.5250S+H, LL Comb Run (LL)0.00.0
<br />Length = 13.0 ft 1 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3
<br />Length = 3.0 ft 2 0.128 0.050 1.15 1.000 1.001.00 1.00 1.02 147.5 1,150.0 0.36 207.010.3
<br />+D+0.60W+H 0.00.0
<br />Length = 13.0 ft 1 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3
<br />Length = 3.0 ft 2 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3
<br />+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (*L)0.00.0
<br />Length = 13.0 ft 1 0.173 0.067 1.60 1.000 1.001.00 1.00 1.91 277.1 1,600.0 0.67 288.019.3
<br />Length = 3.0 ft 2 0.173 0.067 1.60 1.000 1.001.00 1.00 1.91 277.1 1,600.0 0.67 288.019.3
<br />+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (L*)0.00.0
<br />Length = 13.0 ft 1 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3
<br />Length = 3.0 ft 2 0.092 0.036 1.60 1.000 1.001.00 1.00 1.02 147.5 1,600.0 0.36 288.010.3
<br />+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (LL)0.00.0
<br />pg012
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