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Wood Beam
<br />LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023
<br />DESCRIPTION:RBM1
<br />SPS Engineering
<br />15445 Ventura Blvd #63
<br />Sherman Oaks CA, 91403
<br />818 747 7269
<br />Project File: HICKORY ST.ec6
<br />Maximum Forces & Stresses for Load Combinations
<br />Span #
<br />Moment ValuesLoad Combination
<br />C iCLx CCCMCV rt
<br />Shear ValuesMax Stress Ratios
<br />M CDV fbM fvF'b V F'vSegment Length Cfu
<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 = 19.50 ft 1 0.599 0.333 1.00 1.000 1.001.00 1.00 17.02 1,556.2 2,600.0 3.09 265.01.00 88.21.00
<br />1.00Length = 1.0 ft 2 0.006 0.333 1.00 1.000 1.001.00 1.00 0.18 16.5 2,600.0 0.36 265.01.00 88.21.00
<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 = 19.50 ft 1 0.239 0.133 1.25 1.000 1.001.00 1.00 8.51 778.1 3,250.0 1.54 331.31.00 44.11.00
<br />1.00Length = 1.0 ft 2 0.003 0.133 1.25 1.000 1.001.00 1.00 0.09 8.2 3,250.0 0.18 331.31.00 44.11.00
<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 = 19.50 ft 1 0.239 0.133 1.25 1.000 1.001.00 1.00 8.51 778.1 3,250.0 1.54 331.31.00 44.11.00
<br />1.00Length = 1.0 ft 2 0.003 0.133 1.25 1.000 1.001.00 1.00 0.09 8.2 3,250.0 0.18 331.31.00 44.11.00
<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 = 19.50 ft 1 0.239 0.133 1.25 1.000 1.001.00 1.00 8.51 778.1 3,250.0 1.54 331.31.00 44.11.00
<br />1.00Length = 1.0 ft 2 0.003 0.133 1.25 1.000 1.001.00 1.00 0.09 8.2 3,250.0 0.18 331.31.00 44.11.00
<br />1.00+D+S+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 19.50 ft 1 0.260 0.145 1.15 1.000 1.001.00 1.00 8.51 778.1 2,990.0 1.54 304.81.00 44.11.00
<br />1.00Length = 1.0 ft 2 0.003 0.145 1.15 1.000 1.001.00 1.00 0.09 8.2 2,990.0 0.18 304.81.00 44.11.00
<br />1.00+D+0.750Lr+0.750L+H, LL Comb Run (*1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 19.50 ft 1 0.238 0.133 1.25 1.000 1.001.00 1.00 8.48 775.0 3,250.0 1.55 331.31.00 44.21.00
<br />1.00Length = 1.0 ft 2 0.004 0.133 1.25 1.000 1.001.00 1.00 0.16 14.4 3,250.0 0.31 331.31.00 44.21.00
<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 = 19.50 ft 1 0.420 0.233 1.25 1.000 1.001.00 1.00 14.93 1,364.8 3,250.0 2.70 331.31.00 77.11.00
<br />1.00Length = 1.0 ft 2 0.003 0.233 1.25 1.000 1.001.00 1.00 0.09 8.2 3,250.0 0.18 331.31.00 77.11.00
<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 = 19.50 ft 1 0.419 0.233 1.25 1.000 1.001.00 1.00 14.89 1,361.7 3,250.0 2.70 331.31.00 77.21.00
<br />1.00Length = 1.0 ft 2 0.004 0.233 1.25 1.000 1.001.00 1.00 0.16 14.4 3,250.0 0.32 331.31.00 77.21.00
<br />1.00+D+0.750L+0.750S+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 = 19.50 ft 1 0.259 0.145 1.15 1.000 1.001.00 1.00 8.48 775.0 2,990.0 1.55 304.81.00 44.21.00
<br />1.00Length = 1.0 ft 2 0.005 0.145 1.15 1.000 1.001.00 1.00 0.16 14.4 2,990.0 0.31 304.81.00 44.21.00
<br />1.00+D+0.750L+0.750S+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 = 19.50 ft 1 0.456 0.253 1.15 1.000 1.001.00 1.00 14.93 1,364.8 2,990.0 2.70 304.81.00 77.11.00
<br />1.00Length = 1.0 ft 2 0.003 0.253 1.15 1.000 1.001.00 1.00 0.09 8.2 2,990.0 0.18 304.81.00 77.11.00
<br />1.00+D+0.750L+0.750S+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 = 19.50 ft 1 0.455 0.253 1.15 1.000 1.001.00 1.00 14.89 1,361.7 2,990.0 2.70 304.81.00 77.21.00
<br />1.00Length = 1.0 ft 2 0.005 0.253 1.15 1.000 1.001.00 1.00 0.16 14.4 2,990.0 0.32 304.81.00 77.21.00
<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 = 19.50 ft 1 0.187 0.104 1.60 1.000 1.001.00 1.00 8.51 778.1 4,160.0 1.54 424.01.00 44.11.00
<br />1.00Length = 1.0 ft 2 0.002 0.104 1.60 1.000 1.001.00 1.00 0.09 8.2 4,160.0 0.18 424.01.00 44.11.00
<br />1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 19.50 ft 1 0.186 0.104 1.60 1.000 1.001.00 1.00 8.48 775.0 4,160.0 1.55 424.01.00 44.21.00
<br />1.00Length = 1.0 ft 2 0.003 0.104 1.60 1.000 1.001.00 1.00 0.16 14.4 4,160.0 0.31 424.01.00 44.21.00
<br />1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 19.50 ft 1 0.328 0.182 1.60 1.000 1.001.00 1.00 14.93 1,364.8 4,160.0 2.70 424.01.00 77.11.00
<br />1.00Length = 1.0 ft 2 0.002 0.182 1.60 1.000 1.001.00 1.00 0.09 8.2 4,160.0 0.18 424.01.00 77.11.00
<br />1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 19.50 ft 1 0.327 0.182 1.60 1.000 1.001.00 1.00 14.89 1,361.7 4,160.0 2.70 424.01.00 77.21.00
<br />1.00Length = 1.0 ft 2 0.003 0.182 1.60 1.000 1.001.00 1.00 0.16 14.4 4,160.0 0.32 424.01.00 77.21.00
<br />1.00+D+0.750L+0.750S+0.450W+H, LL Comb 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 19.50 ft 1 0.186 0.104 1.60 1.000 1.001.00 1.00 8.48 775.0 4,160.0 1.55 424.01.00 44.21.00
<br />1022 S Hickory St
<br />1/9/2025
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