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Wood Beam
<br />LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023
<br />DESCRIPTION:RR1
<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 CCCMCF 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)1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.278 0.123 1.00 1.100 1.151.00 1.00 0.53 299.2 1,075.3 0.21 180.01.00 22.21.00
<br />1.00Length = 1.0 ft 2 0.014 0.123 1.00 1.100 1.151.00 1.00 0.03 15.1 1,075.3 0.01 180.01.00 22.21.00
<br />1.00+D+Lr+H, LL Comb Run (*L)1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.111 0.049 1.25 1.100 1.151.00 1.00 0.27 149.6 1,344.1 0.10 225.01.00 11.11.00
<br />1.00Length = 1.0 ft 2 0.006 0.049 1.25 1.100 1.151.00 1.00 0.01 7.6 1,344.1 0.01 225.01.00 11.11.00
<br />1.00+D+Lr+H, LL Comb Run (L*)1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.111 0.049 1.25 1.100 1.151.00 1.00 0.27 149.6 1,344.1 0.10 225.01.00 11.11.00
<br />1.00Length = 1.0 ft 2 0.006 0.049 1.25 1.100 1.151.00 1.00 0.01 7.6 1,344.1 0.01 225.01.00 11.11.00
<br />1.00+D+Lr+H, LL Comb Run (LL)1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.111 0.049 1.25 1.100 1.151.00 1.00 0.27 149.6 1,344.1 0.10 225.01.00 11.11.00
<br />1.00Length = 1.0 ft 2 0.006 0.049 1.25 1.100 1.151.00 1.00 0.01 7.6 1,344.1 0.01 225.01.00 11.11.00
<br />1.00+D+S+H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.121 0.054 1.15 1.100 1.151.00 1.00 0.27 149.6 1,236.5 0.10 207.01.00 11.11.00
<br />1.00Length = 1.0 ft 2 0.006 0.054 1.15 1.100 1.151.00 1.00 0.01 7.6 1,236.5 0.01 207.01.00 11.11.00
<br />1.00+D+0.750Lr+0.750L+H, LL Comb Run (*1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.109 0.050 1.25 1.100 1.151.00 1.00 0.26 146.8 1,344.1 0.10 225.01.00 11.21.00
<br />1.00Length = 1.0 ft 2 0.010 0.050 1.25 1.100 1.151.00 1.00 0.02 13.3 1,344.1 0.01 225.01.00 11.21.00
<br />1.00+D+0.750Lr+0.750L+H, LL Comb Run (L 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.197 0.086 1.25 1.100 1.151.00 1.00 0.47 264.6 1,344.1 0.18 225.01.00 19.31.00
<br />1.00Length = 1.0 ft 2 0.006 0.086 1.25 1.100 1.151.00 1.00 0.01 7.6 1,344.1 0.01 225.01.00 19.31.00
<br />1.00+D+0.750Lr+0.750L+H, LL Comb Run (L 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.195 0.086 1.25 1.100 1.151.00 1.00 0.47 261.8 1,344.1 0.18 225.01.00 19.41.00
<br />1.00Length = 1.0 ft 2 0.010 0.086 1.25 1.100 1.151.00 1.00 0.02 13.3 1,344.1 0.01 225.01.00 19.41.00
<br />1.00+D+0.750L+0.750S+H, LL Comb Run (*L 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.119 0.054 1.15 1.100 1.151.00 1.00 0.26 146.8 1,236.5 0.10 207.01.00 11.21.00
<br />1.00Length = 1.0 ft 2 0.011 0.054 1.15 1.100 1.151.00 1.00 0.02 13.3 1,236.5 0.01 207.01.00 11.21.00
<br />1.00+D+0.750L+0.750S+H, LL Comb Run (L*1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.214 0.093 1.15 1.100 1.151.00 1.00 0.47 264.6 1,236.5 0.18 207.01.00 19.31.00
<br />1.00Length = 1.0 ft 2 0.006 0.093 1.15 1.100 1.151.00 1.00 0.01 7.6 1,236.5 0.01 207.01.00 19.31.00
<br />1.00+D+0.750L+0.750S+H, LL Comb Run (LL 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.212 0.094 1.15 1.100 1.151.00 1.00 0.47 261.8 1,236.5 0.18 207.01.00 19.41.00
<br />1.00Length = 1.0 ft 2 0.011 0.094 1.15 1.100 1.151.00 1.00 0.02 13.3 1,236.5 0.01 207.01.00 19.41.00
<br />1.00+D+0.60W+H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.087 0.039 1.60 1.100 1.151.00 1.00 0.27 149.6 1,720.4 0.10 288.01.00 11.11.00
<br />1.00Length = 1.0 ft 2 0.004 0.039 1.60 1.100 1.151.00 1.00 0.01 7.6 1,720.4 0.01 288.01.00 11.11.00
<br />1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.085 0.039 1.60 1.100 1.151.00 1.00 0.26 146.8 1,720.4 0.10 288.01.00 11.21.00
<br />1.00Length = 1.0 ft 2 0.008 0.039 1.60 1.100 1.151.00 1.00 0.02 13.3 1,720.4 0.01 288.01.00 11.21.00
<br />1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.154 0.067 1.60 1.100 1.151.00 1.00 0.47 264.6 1,720.4 0.18 288.01.00 19.31.00
<br />1.00Length = 1.0 ft 2 0.004 0.067 1.60 1.100 1.151.00 1.00 0.01 7.6 1,720.4 0.01 288.01.00 19.31.00
<br />1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.152 0.067 1.60 1.100 1.151.00 1.00 0.47 261.8 1,720.4 0.18 288.01.00 19.41.00
<br />1.00Length = 1.0 ft 2 0.008 0.067 1.60 1.100 1.151.00 1.00 0.02 13.3 1,720.4 0.01 288.01.00 19.41.00
<br />1.00+D+0.750L+0.750S+0.450W+H, LL Comb 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
<br />1.00Length = 9.0 ft 1 0.085 0.039 1.60 1.100 1.151.00 1.00 0.26 146.8 1,720.4 0.10 288.01.00 11.21.00
<br />1022 S Hickory St
<br />1/9/2025
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