|
Wood Beam
<br />LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025
<br />DESCRIPTION:B4
<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 = 4.50 ft 2 0.260 0.070 1.00 1.000 1.001.00 1.00 1.79 260.1 1,000.0 0.44 180.012.51.00
<br />1.00+D+L+H, LL Comb Run (L*)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.260 0.070 1.00 1.000 1.001.00 1.00 1.79 260.1 1,000.0 0.44 180.012.51.00
<br />1.00Length = 4.50 ft 2 0.260 0.070 1.00 1.000 1.001.00 1.00 1.79 260.1 1,000.0 0.44 180.012.51.00
<br />1.00+D+L+H, LL Comb Run (LL)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.260 0.070 1.00 1.000 1.001.00 1.00 1.79 260.1 1,000.0 0.44 180.012.51.00
<br />1.00Length = 4.50 ft 2 0.260 0.070 1.00 1.000 1.001.00 1.00 1.79 260.1 1,000.0 0.44 180.012.51.00
<br />1.00+D+Lr+H, LL Comb Run (*L)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.452 0.121 1.25 1.000 1.001.00 1.00 3.90 565.3 1,250.0 0.95 225.027.21.00
<br />1.00Length = 4.50 ft 2 0.452 0.121 1.25 1.000 1.001.00 1.00 3.90 565.3 1,250.0 0.95 225.027.21.00
<br />1.00+D+Lr+H, LL Comb Run (L*)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.208 0.059 1.25 1.000 1.001.00 1.00 1.79 260.1 1,250.0 0.46 225.013.21.00
<br />1.00Length = 4.50 ft 2 0.208 0.056 1.25 1.000 1.001.00 1.00 1.79 260.1 1,250.0 0.44 225.012.51.00
<br />1.00+D+Lr+H, LL Comb Run (LL)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.452 0.121 1.25 1.000 1.001.00 1.00 3.90 565.3 1,250.0 0.95 225.027.21.00
<br />1.00Length = 4.50 ft 2 0.452 0.121 1.25 1.000 1.001.00 1.00 3.90 565.3 1,250.0 0.95 225.027.21.00
<br />1.00+D+0.70S+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00
<br />1.00Length = 4.50 ft 2 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00
<br />1.00+D+0.750Lr+0.750L+H, LL Comb Run (*L)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.391 0.105 1.25 1.000 1.001.00 1.00 3.37 489.0 1,250.0 0.82 225.023.61.00
<br />1.00Length = 4.50 ft 2 0.391 0.105 1.25 1.000 1.001.00 1.00 3.37 489.0 1,250.0 0.82 225.023.61.00
<br />1.00+D+0.750Lr+0.750L+H, LL Comb Run (L*)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.208 0.056 1.25 1.000 1.001.00 1.00 1.79 260.1 1,250.0 0.44 225.012.51.00
<br />1.00Length = 4.50 ft 2 0.208 0.056 1.25 1.000 1.001.00 1.00 1.79 260.1 1,250.0 0.44 225.012.51.00
<br />1.00+D+0.750Lr+0.750L+H, LL Comb Run (LL)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.391 0.105 1.25 1.000 1.001.00 1.00 3.37 489.0 1,250.0 0.82 225.023.61.00
<br />1.00Length = 4.50 ft 2 0.391 0.105 1.25 1.000 1.001.00 1.00 3.37 489.0 1,250.0 0.82 225.023.61.00
<br />1.00+D+0.750L+0.5250S+H, LL Comb Run (*L)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00
<br />1.00Length = 4.50 ft 2 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00
<br />1.00+D+0.750L+0.5250S+H, LL Comb Run (L*)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00
<br />1.00Length = 4.50 ft 2 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00
<br />1.00+D+0.750L+0.5250S+H, LL Comb Run (LL)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00
<br />1.00Length = 4.50 ft 2 0.226 0.061 1.15 1.000 1.001.00 1.00 1.79 260.1 1,150.0 0.44 207.012.51.00
<br />1.00+D+0.60W+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00
<br />1.00Length = 4.50 ft 2 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00
<br />1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (*L)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.306 0.082 1.60 1.000 1.001.00 1.00 3.37 489.0 1,600.0 0.82 288.023.61.00
<br />1.00Length = 4.50 ft 2 0.306 0.082 1.60 1.000 1.001.00 1.00 3.37 489.0 1,600.0 0.82 288.023.61.00
<br />1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (L*)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 13.0 ft 1 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00
<br />1.00Length = 4.50 ft 2 0.163 0.044 1.60 1.000 1.001.00 1.00 1.79 260.1 1,600.0 0.44 288.012.51.00
<br />1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb Run (LL)1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />pg016
|