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23 of 34 Project Title: Engineer: Project ID: Project Descr: Concrete Beam Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 Lic.#:KW-06011993 L120 Engineering and Design DESCRIPTIO Concrete Ftn w/C6x8.2-8ft Span- Point Load Detailed Shear Information Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing(in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'Suggest +1720-D+1.60L+0.50S+1.60H 1 4.11 14.00 -9.79 9.79 40.29 0.28 9.18 PhiVc<Vu 0.6156 21.1 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 4.20 14.00 -9.82 9.82 39.43 0.29 9.21 PhiVc<Vu 0.6118 21.1 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 4.28 14.00 -9.84 9.84 38.57 0.30 9.24 PhiVc<Vu 0.6066 21.1 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 4.37 14.00 -9.87 9.87 37.71 0.31 9.27 PhiVc<Vu 0.5999 21.1 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 4.46 14.00 -9.89 9.89 36.85 0.31 9.30 PhiVc<Vu 0.5917 21.2 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 4.55 14.00 -9.92 9.92 35.98 0.32 9.34 PhiVc<Vu 0.5818 21.2 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 4.63 14.00 -9.94 9.94 35.12 0.33 9.37 PhiVc<Vu 0.5701 21.3 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 4.72 14.00 -9.97 9.97 34.24 0.34 9.41 PhiVc<Vu 0.5563 21.3 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 4.81 14.00 -9.99 9.99 33.37 0.35 9.45 PhiVc<Vu 0.5405 21.3 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 4.90 14.00 -10.02 10.02 32.50 0.36 9.50 PhiVc<Vu 0.5223 21.4 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 4.98 14.00 -10.05 10.05 31.62 0.37 9.54 PhiVc<Vu 0.5016 21.4 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 5.07 14.00 -10.07 10.07 30.74 0.38 9.59 PhiVc<Vu 0.4782 21.5 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 5.16 14.00 -10.10 10.10 29.86 0.39 9.64 PhiVc<Vu 0.4518 21.5 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 5.25 14.00 -10.12 10.12 28.97 0.41 9.70 PhiVc<Vu 0.4220 21.6 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 5.33 14.00 -10.15 10.15 28.09 0.42 9.76 PhiVc<Vu 0.3887 21.6 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 5.42 14.00 -10.17 10.17 27.20 0.44 9.82 PhiVc<Vu 0.3514 21.7 7.0 7.0 +1.200+1.60L+0.50S+1.60H 1 5.51 14.00 -10.20 10.20 26.31 0.45 9.89 PhiVc<Vu 0.3097 21.8 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 5.60 14.00 -10.22 10.22 25.42 0.47 9.96 PhiVc<Vu 0.2632 21.8 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 5.68 14.00 -10.25 10.25 24.52 0.49 10.04 PhiVc<Vu 0.2112 21.9 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 5.77 14.00 -10.27 10.27 23.63 0.51 10.12 PhiVc<Vu 0.1532 22.0 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 5.86 14.00 -10.30 10.30 22.73 0.53 10.21 PhiVc<Vu 0.08835 22.1 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 5.95 14.00 -10.32 10.32 21.82 0.55 10.31 PhiVc<Vu 0.01585 22.2 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 6.03 14.00 -10.35 10.35 20.92 0.58 10.41 PhiVc/2<Vu<=>t Reqd 9.E 10.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 6.12 14.00 -10.37 10.37 20.01 0.60 10.53 PhiVc/2<Vu<_A Reqd 9.E 10.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.21 14.00 -10.40 10.40 19.11 0.64 10.66 PhiVc/2<Vu<= t Reqd 9.E 10.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.30 14.00 -10.43 10.43 18.20 0.67 10.80 PhiVc/2<Vu<_A Reqd 9.€ 10.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.38 14.00 -10.45 10.45 17.28 0.71 10.96 PhiVc/2<Vu<_A Reqd 9.E 11.0 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 6.47 14.00 -10.48 10.48 16.37 0.75 11.13 PhiVc/2<Vu<=>t Reqd 9.E 11.1 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 6.56 14.00 -10.50 10.50 15.45 0.79 11.33 PhiVc/2<Vu<= t Reqd 9.E 11.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 6.64 14.00 -10.53 10.53 14.53 0.85 11.55 PhiVc/2<Vu<=>t Reqd 9.E 11.5 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 6.73 14.00 -10.55 10.55 13.61 0.90 11.80 PhiVc/2<Vu<= t Regd 9.E 11.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.82 14.00 -10.58 10.58 12.69 0.97 12.08 PhiVc/2<Vu<_A Reqd 9.E 12.1 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.91 14.00 -10.60 10.60 11.76 1.00 12.20 PhiVc/2<Vu<_A Reqd 9.€ 12.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 6.99 14.00 -10.63 10.63 10.83 1.00 12.20 PhiVc/2<Vu<_A Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.08 14.00 -10.65 10.65 9.90 1.00 12.20 PhiVc/2<Vu<= t Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.17 14.00 -10.68 10.68 8.97 1.00 12.20 PhiVc/2<Vu<= t Reqd 9.€ 12.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.26 14.00 -10.70 10.70 8.04 1.00 12.20 PhiVc/2<Vu<= t Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.34 14.00 -10.73 10.73 7.10 1.00 12.20 PhiVc/2<Vu<_A Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 7.43 14.00 -10.76 10.76 6.16 1.00 12.20 PhiVc/2<Vu<=>t Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.52 14.00 -10.78 10.78 5.22 1.00 12.20 PhiVc/2<Vu<= t Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 7.61 14.00 -10.81 10.81 4.27 1.00 12.20 PhiVc/2<Vu<_A Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 7.69 14.00 -10.83 10.83 3.33 1.00 12.20 PhiVc/2<Vu<_A Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 7.78 14.00 -10.86 10.86 2.38 1.00 12.20 PhiVc/2<Vu<_A Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.87 14.00 -10.88 10.88 1.43 1.00 12.20 PhiVc/2<Vu<=>t Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.96 14.00 -10.91 10.91 0.48 1.00 12.20 PhiVc/2<Vu<_A Reqd 9.E 12.2 0.0 0.0 Maximum Forces &Stresses for Load Combinations Load Combination Location(ft) Bending Stress Results (k-ft) Segment Span# along Beam Mu:Max Phi*Mnx Stress Ratio MAXimum BENDING Envelope Span#1 1 8.000 41.29 70.58 0.59 +1. n#1 Span#1 1 8.000 20.59 70.58 0.29 +1.20D+0.50Lr+1.60L+1.60H Span#1 1 8.000 38.09 70.58 0.54 +1.20D+1.60L+0.505+1.60H