2006 OAKES AVE 2025-05-02 - Laserfiche WebLink

27 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 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 +1.20D+1.60L+0.50S+1.60H 1 4.11 14.00 -0.27 0.27 19.51 0.02 8.05 Vu<PhiVc/2 >t Reqd 9.E 8.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.20 14.00 -0.48 0.48 19.47 0.03 8.10 Vu<PhiVc/2 >t Reqd 9.E 8.1 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.28 14.00 -0.69 0.69 19.42 0.04 8.16 Vu<PhiVc/2 >t Reqd 9.E 8.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.37 14.00 -0.91 0.91 19.35 0.05 8.21 Vu<PhiVc/2 >t Reqd 9.E 8.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.46 14.00 -1.12 1.12 19.26 0.07 8.27 Vu<PhiVc/2 >t Reqd 9.E 8.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.55 14.00 -1.33 1.33 19.16 0.08 8.32 Vu<PhiVc/2 >t Reqd 9.E 8.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.63 14.00 -1.55 1.55 19.03 0.09 8.38 Vu<PhiVc/2 >t Reqd 9.E 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.72 14.00 -1.76 1.76 18.89 0.11 8.44 Vu<PhiVc/2 >t Reqd 9.E 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.81 14.00 -1.97 1.97 18.72 0.12 8.50 Vu<PhiVc/2 >t Reqd 9.E 8.5 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 4.90 14.00 -2.19 2.19 18.54 0.14 8.56 Vu<PhiVc/2 >t Reqd 9.E 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.98 14.00 -2.40 2.40 18.34 0.15 8.62 Vu<PhiVc/2 >t Reqd 9.6 8.6 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.07 14.00 -2.61 2.61 18.12 0.17 8.69 Vu<PhiVc/2 >t Reqd 9.E 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.16 14.00 -2.83 2.83 17.88 0.18 8.76 Vu<PhiVc/2 >t Reqd 9.E 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.25 14.00 -3.04 3.04 17.63 0.20 8.83 Vu<PhiVc/2 >t Reqd 9.E 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.33 14.00 -3.25 3.25 17.35 0.22 8.90 Vu<PhiVc/2 >t Reqd 9.E 8.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.42 14.00 -3.47 3.47 17.06 0.24 8.98 Vu<PhiVc/2 >t Reqd 9.E 9.0 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.51 14.00 -3.68 3.68 16.74 0.26 9.06 Vu<PhiVc/2 >t Reqd 9.E 9.1 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.60 14.00 -3.89 3.89 16.41 0.28 9.15 Vu<PhiVc/2 >t Reqd 9.E 9.1 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.68 14.00 -4.11 4.11 16.06 0.30 9.24 Vu<PhiVc/2 >t Reqd 9.E 9.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.77 14.00 -4.32 4.32 15.70 0.32 9.33 Vu<PhiVc/2 >t Reqd 9.E 9.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.86 14.00 -4.53 4.53 15.31 0.35 9.44 Vu<PhiVc/2 >t Reqd 9.E 9.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.95 14.00 -4.75 4.75 14.90 0.37 9.55 Vu<PhiVc/2 >t Reqd 9.6 9.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.03 14.00 -4.96 4.96 14.48 0.40 9.67 PhiVc/2<Vu<=>t Reqd 9.E 9.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.12 14.00 -5.17 5.17 14.04 0.43 9.79 PhiVc/2<Vu<=>t Reqd 9.E 9.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.21 14.00 -5.39 5.39 13.57 0.46 9.93 PhiVc/2<Vu<=>t Reqd 9.E 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.30 14.00 -5.60 5.60 13.09 0.50 10.09 PhiVc/2<Vu<=>t Reqd 9.E 10.1 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.38 14.00 -5.81 5.81 12.59 0.54 10.25 PhiVc/2<Vu<=>t Reqd 9.E 10.3 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 6.47 14.00 -6.03 6.03 12.08 0.58 10.44 PhiVc/2<Vu<=>t Reqd 9.E 10.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.56 14.00 -6.24 6.24 11.54 0.63 10.64 PhiVc/2<Vu<=>t Reqd 9.E 10.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.64 14.00 -6.45 6.45 10.99 0.69 10.87 PhiVc/2<Vu<=>t Reqd 9.E 10.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.73 14.00 -6.67 6.67 10.41 0.75 11.13 PhiVc/2<Vu<=>t Reqd 9.E 11.1 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.82 14.00 -6.88 6.88 9.82 0.82 11.43 PhiVc/2<Vu<=>t Reqd 9.E 11.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.91 14.00 -7.09 7.09 9.21 0.90 11.77 PhiVc/2<Vu<=>t Reqd 9.E 11.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.99 14.00 -7.31 7.31 8.58 0.99 12.17 PhiVc/2<Vu<=>t Reqd 9.E 12.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 7.08 14.00 -7.52 7.52 7.93 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 7.17 14.00 -7.73 7.73 7.26 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 7.26 14.00 -7.95 7.95 6.58 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 -8.16 8.16 5.88 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 7.43 14.00 -8.37 8.37 5.15 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 7.52 14.00 -8.59 8.59 4.41 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 7.61 14.00 -8.80 8.80 3.65 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 7.69 14.00 -9.01 9.01 2.87 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 7.78 14.00 -9.23 9.23 2.08 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 7.87 14.00 -9.44 9.44 1.26 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 -9.65 9.65 0.42 1.00 12.20 PhiVc/2<Vu<=>t 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 19.52 70.58 0.28 +1.40D+1.60H Span#1 1 8.000 8.96 70.58 0.13 +1.20 D+0.50 Lr+1.60 L+1.60 H Span#1 1 8.000 17.92 70.58 0.25 +1.20 D+1.60 L+0.50S+1.60 H