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

Project Title: Page 21 of 28 Engineer: Project ID: Project Descr: Concrete Beam Software copyright ENERCALC,INC_1983-2020,Build:12.20.5.31 Lic.#:KW-06011993 L120 Engineering and Design DESCRIPTIO 8ft Concrete Beam- Max Point Load(2-story Loading) 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+0.505+1.60H 1 3.85 23.00 8.27 8.27 33.96 0.47 13.64 PhiVc/2<Vu<=>t Reqd 9.E 13.6 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 3.93 23.00 8.24 8.24 34.68 0.46 13.62 PhiVc/2<Vu<_>t Reqd 9.E 13.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.02 23.00 -8.23 8.23 35.04 0.45 13.62 PhiVc/2<Vu<=>t Reqd 9.E 13.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.11 23.00 -8.26 8.26 34.32 0.46 13.63 PhiVc/2<Vu<_>t Reqd 9.E 13.6 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 4.20 23.00 -8.28 8.28 33.60 0.47 13.64 PhiVc/2<Vu<=>t Reqd 9.E 13.6 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 4.28 23.00 -8.31 8.31 32.87 0.48 13.65 PhiVc/2<Vu<=>t Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.37 23.00 -8.33 8.33 32.14 0.50 13.67 PhiVc/2<Vu<=>t Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 4.46 23.00 -8.36 8.36 31.41 0.51 13.68 PhiVc/2<Vu<=>t Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.55 23.00 -8.38 8.38 30.68 0.52 13.70 PhiVc/2<Vu<=>t Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 4.63 23.00 -8.41 8.41 29.95 0.54 13.72 PhiVc/2<Vu<=>t Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.72 23.00 -8.43 8.43 29.21 0.55 13.73 PhiVc/2<Vu<=>t Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 4.81 23.00 -8.46 8.46 28.47 0.57 13.75 PhiVc/2<Vu<=>t Reqd 9.E 13.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.90 23.00 -8.48 8.48 27.73 0.59 13.77 PhiVc/2<Vu<=>t Reqd 9.E 13.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.98 23.00 -8.51 8.51 26.99 0.60 13.79 PhiVc/2<Vu<=>t Reqd 9.E 13.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.07 23.00 -8.54 8.54 26.24 0.62 13.81 PhiVc/2<Vu<=>t Reqd 9.E 13.8 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.16 23.00 -8.56 8.56 25.50 0.64 13.83 PhiVc/2<Vu<=>t Reqd 9.E 13.8 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.25 23.00 -8.59 8.59 24.75 0.67 13.86 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.33 23.00 -8.61 8.61 24.00 0.69 13.88 PhiVc/2<Vu<_>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.42 23.00 -8.64 8.64 23.24 0.71 13.91 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.51 23.00 -8.66 8.66 22.49 0.74 13.94 PhiVc/2<Vu<=>t Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.60 23.00 -8.69 8.69 21.73 0.77 13.97 PhiVc/2<Vu<=>t Reqd 9.E 14.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.68 23.00 -8.71 8.71 20.97 0.80 14.01 PhiVc/2<Vu<=>t Reqd 9.E 14.0 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.77 23.00 -8.74 8.74 20.20 0.83 14.04 PhiVc/2<Vu<=>t Reqd 9.E 14.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.86 23.00 -8.76 8.76 19.44 0.86 14.08 PhiVc/2<Vu<=>t Reqd 9.E 14.1 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 5.95 23.00 -8.79 8.79 18.67 0.90 14.13 PhiVc/2<Vu<=>t Reqd 9.E 14.1 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 6.03 23.00 -8.81 8.81 17.90 0.94 14.17 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 6.12 23.00 -8.84 8.84 17.13 0.99 14.22 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.21 23.00 -8.87 8.87 16.36 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 6.30 23.00 -8.89 8.89 15.58 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 6.38 23.00 -8.92 8.92 14.80 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 6.47 23.00 -8.94 8.94 14.02 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 6.56 23.00 -8.97 8.97 13.24 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 6.64 23.00 -8.99 8.99 12.45 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 6.73 23.00 -9.02 9.02 11.66 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 6.82 23.00 -9.04 9.04 10.88 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 6.91 23.00 -9.07 9.07 10.08 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 6.99 23.00 -9.09 9.09 9.29 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 7.08 23.00 -9.12 9.12 8.49 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 7.17 23.00 -9.14 9.14 7.70 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 7.26 23.00 -9.17 9.17 6.89 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 7.34 23.00 -9.19 9.19 6.09 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 7.43 23.00 -9.22 9.22 5.29 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 7.52 23.00 -9.25 9.25 4.48 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 7.61 23.00 -9.27 9.27 3.67 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 7.69 23.00 -9.30 9.30 2.86 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 7.78 23.00 -9.32 9.32 2.04 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 7.87 23.00 -9.35 9.35 1.23 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 7.96 23.00 -9.37 9.37 0.41 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.E 14.2 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 35.16 36.05 0.98 +1.40D+1.60H