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• 27 of 35 <br /> Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Concrete Beam Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lie.#:KW-06011993 L120 Engineering and Design <br /> DESCRIPTIO 8ft+ 3ft cantilever Concrete Beam w/Channel- Max Uniform Load <br /> Vertical Reactions Support notation: Far left is#1 <br /> Load Combination Support 1 Support 2 Support 3 <br /> +D+0.750Lr+0.750L+H 41.531 18.878 <br /> +D+0.750L+0.750S+H 49.874 21.034 <br /> +D+0.60W+H 24.515 11.143 <br /> +D+0.70E+H 24.515 11.143 <br /> +D+0.750Lr+0.750L+0.450W+H 41.531 18.878 <br /> +D+0.750L+0.750S+0.450W+H 49.874 21.034 <br /> +D+0.750L+0.750S+0.5250E+H 49.874 21.034 <br /> +0.60D+0.60W+0.60H 14.709 6.686 <br /> +0.60D+0.70E+0.60H 14.709 6.686 <br /> D Only 24.515 11.143 <br /> L Only 22.687 10.312 <br /> S Only 11.125 2.875 <br /> H Only <br /> Detailed Shear Information <br /> Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing(in) <br /> Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'r$uggest <br /> +1.20D+1.60L+0.505+1.60H 1 0.00 13.00 -0.00 0.00 0.00 1.00 11.63 Vu<PhiVc/2 rt Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.505+1.60H 1 0.07 13.00 -0.71 0.71 0.03 1.00 11.63 Vu<PhiVc/2 rt Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 0.15 13.00 -1.42 1.42 0.10 1.00 11.63 Vu<PhiVc/2 rt Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 0.22 13.00 -2.14 2.14 0.24 1.00 11.63 Vu<PhiVc/2 rt Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 0.29 13.00 -2.85 2.85 0.42 1.00 11.63 Vu<PhiVc/2 At Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.505+1.60H 1 0.37 13.00 -3.56 3.56 0.65 1.00 11.63 Vu<PhiVc/2 )t Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 0.44 13.00 -4.27 4.27 0.94 1.00 11.63 Vu<PhiVc/2 rt Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.505+1.60H 1 0.51 13.00 -4.98 4.98 1.28 1.00 11.63 Vu<PhiVc/2 >t Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 0.59 13.00 -5.70 5.70 1.67 1.00 11.63 Vu<PhiVc/2 >t Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 0.66 13.00 -6.41 6.41 2.12 1.00 11.63 PhiVc/2<Vu<=>t Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 0.73 13.00 -7.12 7.12 2.62 1.00 11.63 PhiVc/2<Vu<_A Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 0.81 13.00 -7.83 7.83 3.16 1.00 11.63 PhiVc/2<Vu<= t Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 0.88 13.00 -8.54 8.54 3.77 1.00 11.63 PhiVc/2<Vu<_A Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 0.96 13.00 -9.25 9.25 4.42 1.00 11.63 PhiVc/2<Vu<= t Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 1.03 13.00 -9.97 9.97 5.13 1.00 11.63 PhiVc/2<Vu<= t Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.505+1.60H 1 1.10 13.00 -10.68 10.68 5.88 1.00 11.63 PhiVc/2<Vu<=>t Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.505+1.60H 1 1.18 13.00 -11.39 11.39 6.69 1.00 11.63 PhiVc/2<Vu<=A Reqd 9.E 11.6 0.0 0.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 1.25 13.00 -12.10 12.10 7.56 1.00 11.63 PhiVc<Vu 0.4739 30.9 6.5 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 1.32 13.00 -12.81 12.81 8.47 1.00 11.63 PhiVc<Vu 1.186 30.9 6.5 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 1.40 13.00 -13.53 13.53 9.44 1.00 11.63 PhiVc<Vu 1.898 30.9 6.5 4.0 <br /> +1.20D+1.60L+0.505+1.60H 1 1.47 13.00 -14.24 14.24 10.46 1.00 11.63 PhiVc<Vu 2.610 30.9 6.5 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 1.54 13.00 -14.95 14.95 11.53 1.00 11.63 PhiVc<Vu 3.322 30.9 6.5 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 1.62 13.00 -15.66 15.66 12.66 1.00 11.63 PhiVc<Vu 4.033 30.9 6.5 4.0 <br /> +1.20D+1.60L+0.505+1.60H 1 1.69 13.00 -16.37 16.37 13.83 1.00 11.63 PhiVc<Vu 4.745 30.9 6.5 4.0 <br /> +1.20D+1.60L+0.505+1.60H 1 1.76 13.00 -17.09 17.09 15.06 1.00 11.63 PhiVc<Vu 5.457 30.9 6.5 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 1.84 13.00 -17.80 17.80 16.35 1.00 11.63 PhiVc<Vu 6.169 30.9 6.5 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 1.91 13.00 -18.51 18.51 17.68 1.00 11.63 PhiVc<Vu 6.881 30.9 6.5 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 1.98 13.00 -19.22 19.22 19.06 1.00 11.63 PhiVc<Vu 7.593 30.9 6.5 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 2.06 13.00 -19.93 19.93 20.50 1.00 11.63 PhiVc<Vu 8.305 30.9 6.5 4.0 <br /> +1.200+1.60L+0.505+1.60H 1 2.13 13.00 -20.65 20.65 21.99 1.00 11.63 PhiVc<Vu 9.017 30.9 6.5 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 2.20 13.00 -21.36 21.36 23.54 0.98 11.56 PhiVc<Vu 9.80 30.9 6.5 4.0 <br /> +1.200+1.60L+0.505+1.60H 1 2.28 13.00 -22.07 22.07 25.13 0.95 11.42 PhiVc<Vu 10.646 30.7 6.5 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 2.35 13.00 -22.78 22.78 26.78 0.92 11.30 PhiVc<Vu 11.483 30.6 6.5 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 2.42 13.00 -23.49 23.49 28.48 0.89 11.18 PhiVc<Vu 12.313 30.5 6.3 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 2.50 13.00 -24.21 24.21 30.23 0.87 11.07 PhiVc<Vu 13.136 30.4 5.9 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 2.57 13.00 -24.92 24.92 32.04 0.84 10.96 PhiVc<Vu 13.952 30.3 5.5 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 2.64 13.00 -25.63 25.63 33.89 0.82 10.87 PhiVc<Vu 14.763 30.2 5.2 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 2.72 13.00 -26.34 26.34 35.80 0.80 10.77 PhiVc<Vu 15.568 30.1 5.0 4.0 <br /> +1.20D+1.60L+0.50S+1.60H 1 2.79 13.00 -27.05 27.05 37.76 0.78 10.68 Vs>(4bdfc^.5) 16.369 49.3 3.3 2.0 <br />