2006 OAKES AVE 2025-05-02 - Laserfiche WebLink

26 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 -Uniform Load Vertical Reactions Support notation:Far left is#1 Load Combination Support 1 Support 2 +0.60D+0.70E+0.60H 1.920 1.920 - - D Only 3.200 3.200 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'c$uggest +1.20D+1.60L+0.50S+1.60H 1 0.00 14.00 9.76 9.76 0.00 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 0.09 14.00 9.55 9.55 0.84 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 9.33 9.33 1.67 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 0.26 14.00 9.12 9.12 2.48 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 0.35 14.00 8.91 8.91 3.26 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 0.44 14.00 8.69 8.69 4.03 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 0.52 14.00 8.48 8.48 4.78 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 0.61 14.00 8.27 8.27 5.52 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 0.70 14.00 8.05 8.05 6.23 1.00 12.20 PhiVc/2<Vu<=rt Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.79 14.00 7.84 7.84 6.92 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 0.87 14.00 7.63 7.63 7.60 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 0.96 14.00 7.41 7.41 8.26 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 7.20 7.20 8.90 0.94 11.96 PhiVc/2<Vu<_A Reqd 9.E 12.0 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.14 14.00 6.99 6.99 9.52 0.86 11.59 PhiVc/2<Vu<= t Reqd 9.E 11.6 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.22 14.00 6.77 6.77 10.12 0.78 11.27 PhiVc/2<Vu<_A Reqd 9.E 11.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.31 14.00 6.56 6.56 10.70 0.72 11.00 PhiVc/2<Vu<=>t Reqd 9.E 11.0 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.40 14.00 6.35 6.35 11.27 0.66 10.75 PhiVc/2<Vu<_A Reqd 9.€ 10.8 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.49 14.00 6.13 6.13 11.81 0.61 10.54 PhiVc/2<Vu<= t Reqd 9.€ 10.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.57 14.00 5.92 5.92 12.34 0.56 10.34 PhiVc/2<Vu<_A Reqd 9.E 10.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.66 14.00 5.71 5.71 12.85 0.52 10.17 PhiVc/2<Vu<=A Reqd 9.E 10.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.75 14.00 5.49 5.49 13.34 0.48 10.01 PhiVc/2<Vu<_A Reqd 9.€ 10.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.84 14.00 5.28 5.28 13.81 0.45 9.86 PhiVc/2<Vu<= t Reqd 9.E 9.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.92 14.00 5.07 5.07 14.26 0.41 9.73 PhiVc/2<Vu<= t Reqd 9.E 9.7 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.01 14.00 4.85 4.85 14.69 0.39 9.61 PhiVc/2<Vu<= t Reqd 9.E 9.6 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.10 14.00 4.64 4.64 15.11 0.36 9.49 Vu<PhiVc/2 rt Reqd 9.€ 9.5 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.19 14.00 4.43 4.43 15.50 0.33 9.39 Vu<PhiVc/2 At Reqd 9.E 9.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.27 14.00 4.21 4.21 15.88 0.31 9.29 Vu<PhiVc/2 rt Reqd 9.E 9.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.36 14.00 4.00 4.00 16.24 0.29 9.19 Vu<PhiVc/2 At Reqd 9.E 9.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.45 14.00 3.79 3.79 16.58 0.27 9.10 Vu<PhiVc/2 At Reqd 9.E 9.1 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.54 14.00 3.57 3.57 16.90 0.25 9.02 Vu<PhiVc/2 rt Reqd 9.E 9.0 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.62 14.00 3.36 3.36 17.21 0.23 8.94 Vu<PhiVc/2 >t Reqd 9.E 8.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.71 14.00 3.15 3.15 17.49 0.21 8.87 Vu<PhiVc/2 At Reqd 9.E 8.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.80 14.00 2.93 2.93 17.76 0.19 8.79 Vu<PhiVc/2 rt Reqd 9.E 8.8 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.89 14.00 2.72 2.72 18.00 0.18 8.72 Vu<PhiVc/2 At Reqd 9.E 8.7 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.97 14.00 2.51 2.51 18.23 0.16 8.66 Vu<PhiVc/2 t Reqd 9.E 8.7 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.06 14.00 2.29 2.29 18.44 0.15 8.59 Vu<PhiVc/2 >t Reqd 9.E 8.6 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.15 14.00 2.08 2.08 18.63 0.13 8.53 Vu<PhiVc/2 >t Reqd 9.E 8.5 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.23 14.00 1.87 1.87 18.81 0.12 8.47 Vu<PhiVc/2 At Reqd 9.E 8.5 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.32 14.00 1.65 1.65 18.96 0.10 8.41 Vu<PhiVc/2 >t Reqd 9.E 8.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.41 14.00 1.44 1.44 19.10 0.09 8.35 Vu<PhiVc/2 rt Reqd 9.E 8.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.50 14.00 1.23 1.23 19.21 0.07 8.29 Vu<PhiVc/2 >t Reqd 9.E 8.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.58 14.00 1.01 1.01 19.31 0.06 8.24 Vu<PhiVc/2 rt Reqd 9.€ 8.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.67 14.00 0.80 0.80 19.39 0.05 8.18 Vu<PhiVc/2 >t Reqd 9.E 8.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.76 14.00 0.59 0.59 19.45 0.04 8.13 Vu<PhiVc/2 rt Reqd 9.E 8.1 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.85 14.00 0.37 0.37 19.49 0.02 8.07 Vu<PhiVc/2 rt Reqd 9.E 8.1 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.93 14.00 0.16 0.16 19.51 0.01 8.02 Vu<PhiVc/2 At Reqd 9.E 8.0 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 4.02 14.00 -0.05 0.05 19.52 0.00 7.99 Vu<PhiVc/2 At Reqd 9.E 8.0 0.0 0.0