10304 1ST DR SE 2023-07-28 - Laserfiche WebLink

Page 20 of 28 Project Title: Engineer: Project ID: Project Descr: Concrete Beam Software copyright ENERCALC,#NC.1983-2020,Build;12.20.531 Lic.#:KW-06011993 L120 Engineering and Design DESCRIPTIO 8ft Concrete Beam-Max Point Load (2-story Loading) Vertical Reactions Support notation:Far left is#1 Load Combination Support 1 Support 2 +0+0.750L+0.7505+0.450W+H 6.873 6.873 +D+0.750L+0.750S+0.5250E+H 6.873 6.873 +0.60D+0.60W+0.60H 2.155 2.155 +0.60D+0.70E+0.60H 2.155 2.155 D Only 3.592 3.592 L Only 2.625 2.625 S Only 1.750 1.750 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'c5uggest +1.20D+1.60L+0.505+1.60H 1 0.00 23.00 9.38 9.38 0.00 1.00 14.24 PhiVc/2<Vu<=A Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.09 23.00 9.36 9.36 0.82 1.00 14.24 PhiVc/2<Vu<= t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.17 23.00 9.33 9.33 1.64 1.00 14.24 PhiVc/2<Vu<_A Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.26 23.00 9.31 9.31 2.45 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.35 23.00 9.28 9.28 3.26 1.00 14.24 PhiVc/2<Vu<= t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.44 23.00 9.26 9.26 4.08 1.00 14.24 PhiVc/2<Vu<=rt Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.52 23.00 9.23 9.23 4.88 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.61 23.00 9.21 9.21 5.69 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.70 23.00 9.18 9.18 6.49 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.79 23.00 9.16 9.16 7.30 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 0.87 23.00 9.13 9.13 8.09 1.00 14.24 PhiVc/2<Vu<= t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.96 23.00 9.11 9.11 8.89 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.05 23.00 9.08 9.08 9.69 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.14 23.00 9.06 9.06 10.48 1.00 14.24 PhiVc/2<Vu<= t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.22 23.00 9.03 9.03 11.27 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.31 23.00 9.00 9.00 12.06 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.40 23.00 8.98 8.98 12.84 1.00 14.24 PhiVc/2<Vu<= t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.49 23.00 8.95 8.95 13.63 1.00 14.24 PhiVc/2<Vu<= t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.57 23.00 8.93 8.93 14.41 1.00 14.24 PhiVc/2<Vu<= t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.66 23.00 8.90 8.90 15.19 1.00 14.24 PhiVc/2<Vu<_At Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.75 23.00 8.88 8.88 15.97 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 1.84 23.00 8.85 8.85 16.74 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.92 23.00 8.83 8.83 17.52 0.97 14.20 PhiVc/2<Vu<= t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.01 23.00 8.80 8.80 18.29 0.92 14.15 PhiVc/2<Vu<=rt Reqd 9.E 14.1 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.10 23.00 8.78 8.78 19.05 0.88 14.10 PhiVc/2<Vu<= t Reqd 9.E 14.1 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.19 23.00 8.75 8.75 19.82 0.85 14.06 PhiVc/2<Vu<=rt Reqd 9.E 14.1 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.27 23.00 8.73 8.73 20.58 0.81 14.02 PhiVc/2<Vu<= t Reqd 9.E 14.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.36 23.00 8.70 8.70 21.35 0.78 13.99 PhiVc/2<Vu<=>t Reqd 9.E 14.0 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.45 23.00 8.68 8.68 22.11 0.75 13.96 PhiVc/2<Vu<_A Reqd 9.E 14.0 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.54 23.00 8.65 8.65 22.86 0.73 13.93 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.62 23.00 8.62 8.62 23.62 0.70 13.90 PhiVc/2<Vu<= t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.71 23.00 8.60 8.60 24.37 0.68 13.87 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.80 23.00 8.57 8.57 25.12 0.65 13.85 PhiVc/2<Vu<= t Reqd 9.E 13.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.89 23.00 8.55 8.55 25.87 0.63 13.82 PhiVc/2<Vu<_A Reqd 9.E 13.8 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.97 23.00 8.52 8.52 26.62 0.61 13.80 PhiVc/2<Vu<= t Reqd 9.E 13.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.06 23.00 8.50 8.50 27.36 0.60 13.78 PhiVc/2<Vu<=>t Reqd 9.E 13.8 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.15 23.00 8.47 8.47 28.10 0.58 13.76 PhiVc/2<Vu<=rt Reqd 9.E 13.8 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.23 23.00 8.45 8.45 28.84 0.56 13.74 PhiVc/2<Vu<_A Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.32 23.00 8.42 8.42 29.58 0.55 13.72 PhiVc/2<Vu<=>t Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.41 23.00 8.40 8.40 30.32 0.53 13.71 PhiVc/2<Vu<=A Reqd 9.E 13.7 0.0 0.0 +1.2oD+1.60L+0.50S+1.60H 1 3.50 23.00 8.37 8.37 31.05 0.52 13.69 PhiVc/2<Vu<=A Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.58 23.00 8.35 8.35 31.78 0.50 13.68 PhiVc/2<Vu<_A Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.67 23.00 8.32 8.32 32.51 0.49 13.66 PhiVc/2<Vu<_A Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.76 23.00 8.29 8.29 33.23 0.48 13.65 PhiVc/2<Vu<=>t Reqd 9.E 13.6 0.0 0.0