2006 OAKES AVE 2025-05-02 - Laserfiche WebLink

22 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 Vertical Reactions Support notation:Far left is#1 Load Combination Support 1 Support 2 +0.60D+0.70E+0.60H 2.500 2.500 D Only 4.167 4.167 L Only 3.200 3.200 S Only 1.600 1.600 H Only 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'$uggest +1.20D+1.60L+0.50S+1.60H 1 0.00 14.00 10.92 10.92 0.00 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 0.09 14.00 10.89 10.89 0,95 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 0.17 14.00 10.87 10.87 1.91 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 0.26 14.00 10.84 10.84 2.85 1.00 12.20 PhiVc/2<Vu<= t Reqd 9.€ 12.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.35 14.00 10.82 10.82 3.80 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 0.44 14.00 10.79 10.79 4.75 1.00 12.20 PhiVc/2<Vu<=rt Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.52 14.00 10.77 10.77 5.69 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 0.61 14.00 10.74 10.74 6.63 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 0.70 14.00 10.72 10.72 7.57 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 0.79 14.00 10.69 10.69 8.50 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 0.87 14.00 10.67 10.67 9.44 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 0.96 14.00 10.64 10.64 10.37 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 1.05 14.00 10.62 10.62 11.30 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 1.14 14.00 10.59 10.59 12.22 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 1.22 14.00 10.57 10.57 13.15 0.94 11.93 PhiVc/2<Vu<= t Reqd 9.E 11.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.31 14.00 10.54 10.54 14.07 0.87 11.67 PhiVc/2<Vu<=>t Reqd 9.E 11.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.40 14.00 10.51 10.51 14.99 0.82 11.43 PhiVc/2<Vu<_A Reqd 9.E 11.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.49 14.00 10.49 10.49 15.91 0.77 11.22 PhiVc/2<Vu<=At Reqd 9.E 11.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.57 14.00 10.46 10.46 16.83 0.73 11.04 PhiVc/2<Vu<_A Reqd 9.E 11.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.66 14.00 10.44 10.44 17.74 0.69 10.88 PhiVc/2<Vu<_A Reqd 9.E 10.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.75 14.00 10.41 10.41 18.65 0.65 10.73 PhiVc/2<Vu<= t Reqd 9.€ 10.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.84 14.00 10.39 10.39 19.56 0.62 10.59 PhiVc/2<Vu<_A Reqd 9.E 10.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.92 14.00 10.36 10.36 20.47 0.59 10.47 PhiVc/2<Vu<=rt Reqd 9.E 10.5 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.01 14.00 10.34 10.34 21.37 0.56 10.36 PhiVc/2<Vu<_A Reqd 9.E 10.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.10 14.00 10.31 10.31 22.28 0.54 10.26 PhiVc<Vu 0.05312 22.1 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 2.19 14.00 10.29 10.29 23.18 0.52 10.16 PhiVc<Vu 0.1217 22.0 7.0 7.0 +1.200+1.60L+0.50S+1.60H 1 2.27 14.00 10.26 10.26 24.07 0.50 10.08 PhiVc<Vu 0.1830 22.0 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 2.36 14.00 10.24 10.24 24.97 0.48 10.00 PhiVc<Vu 0.2379 21.9 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 2.45 14.00 10.21 10.21 25.86 0.46 9.92 PhiVc<Vu 0.2871 21.8 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 2.54 14.00 10.18 10.18 26.76 0.44 9.85 PhiVc<Vu 0.3312 21.7 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 2.62 14.00 10.16 10.16 27.65 0.43 9.79 PhiVc<Vu 0.3706 21.7 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 2.71 14.00 10.13 10.13 28.53 0.41 9.73 PhiVc<Vu 0.4059 21.6 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 2.80 14.00 10.11 10.11 29.42 0.40 9.67 PhiVc<Vu 0.4373 21.6 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 2.89 14.00 10.08 10.08 30.30 0.39 9.62 PhiVc<Vu 0.4654 21.5 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 2.97 14.00 10.06 10.06 31.18 0.38 9.57 PhiVc<Vu 0.4903 21.4 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 3.06 14.00 10.03 10.03 32.06 0.37 9.52 PhiVc<Vu 0.5123 21.4 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 3.15 14.00 10.01 10.01 32.93 0.35 9.48 PhiVc<Vu 0.5317 21.4 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 3.23 14.00 9.98 9.98 33.81 0.34 9.43 PhiVc<Vu 0.5487 21.3 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 3.32 14.00 9.96 9.96 34.68 0.33 9.39 PhiVc<Vu 0.5635 21.3 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 3.41 14.00 9.93 9.93 35.55 0.33 9.35 PhiVc<Vu 0.5762 21.2 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 3.50 14.00 9.91 9.91 36.42 0.32 9.32 PhiVc<Vu 0.5870 21.2 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 3.58 14.00 9.88 9.88 37.28 0.31 9.28 PhiVc<Vu 0.5960 21.2 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 1 3.67 14.00 9.86 9.86 38.14 0.30 9.25 PhiVc<Vu 0.6035 21.1 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 3.76 14.00 9.83 9.83 39.00 0.29 9.22 PhiVc<Vu 0.6094 21.1 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 3.85 14.00 9.80 9.80 39.86 0.29 9.19 PhiVc<Vu 0.6138 21.1 7.0 7.0 +1.20D+1.60L+0.505+1.60H 1 3.93 14.00 9.78 9.78 40.72 0.28 9.16 PhiVc<Vu 0.6170 21.0 7.0 7.0 +1.200+1.60L+0.50S+1.60H 1 4.02 14.00 -9.77 9.77 41.15 0.28 9.15 PhiVc<Vu 0.6181 21.0 7.0 7.0