1612 ROCKEFELLER AVE 2025-04-17 - Laserfiche WebLink

24 of 35 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 8ft Concrete Beam w!Channel-Max Point 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'c$uggest +1.20D+0.50L+1.605+1.60H 1 4.11 13.00 -15.33 15.33 61.85 0.27 8.54 PhiVc<Vu 6.789 21.4 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 4.20 13.00 -15.36 15.36 60.50 0.27 8.57 PhiVc<Vu 6.787 21.4 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 4.28 13.00 -15.38 15.38 59.16 0.28 8.60 PhiVc<Vu 6.784 21.5 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 4.37 13.00 -15.41 15.41 57.81 0.29 8.63 PhiVc<Vu 6.780 21.5 6.5 6.0 +1.20D+0.50L+1.605+1.60H 1 4.46 13.00 -15.43 15.43 56.47 0.30 8.66 PhiVc<Vu 6.774 21.5 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 4.55 13.00 -15.46 15.46 55.12 0.30 8.69 PhiVc<Vu 6.767 21.6 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 4.63 13.00 -15.48 15.48 53.76 0.31 8.73 PhiVc<Vu 6.758 21.6 6.5 6.0 +1.20D+0.50L+1.605+1.60H 1 4.72 13.00 -15.51 15.51 52.41 0.32 8.76 PhiVc<Vu 6.747 21.6 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 4.81 13.00 -15.53 15.53 51.05 0.33 8.80 PhiVc<Vu 6.734 21.7 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 4.90 13.00 -15.56 15.56 49.69 0.34 8.84 PhiVc<Vu 6.719 21.7 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 4.98 13.00 -15.59 15.59 48.33 0.35 8.88 PhiVc<Vu 6.701 21.8 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 5.07 13.00 -15.61 15.61 46.97 0.36 8.93 PhiVc<Vu 6.682 21.8 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 5.16 13.00 -15.64 15.64 45.60 0.37 8.98 PhiVc<Vu 6.659 21.8 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 5.25 13.00 -15.66 15.66 44.23 0.38 9.03 PhiVc<Vu 6.633 21.9 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 5.33 13.00 -15.69 15.69 42.86 0.40 9.08 PhiVc<Vu 6.604 22.0 6.5 6.0 +1.20D+0.50L+1.605+1.60H 1 5.42 13.00 -15.71 15.71 41.49 0.41 9.14 PhiVc<Vu 6.571 22.0 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 5.51 13.00 -15.74 15.74 40.11 0.43 9.20 PhiVc<Vu 6.534 22.1 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 5.60 13.00 -15.76 15.76 38.74 0.44 9.27 PhiVc<Vu 6.493 22.1 6.5 6.0 +1.200+0.50L+1.60S+1.60H 1 5.68 13.00 -15.79 15.79 37.36 0.46 9.34 PhiVc<Vu 6.447 22.2 6.5 6.0 +1.20D+0.50L+1.605+1.60H 1 5.77 13.00 -15.81 15.81 35.98 0.48 9.42 PhiVc<Vu 6.395 22.3 6.5 6.0 +1.20D+0.50L+1.605+1.60H 1 5.86 13.00 -15.84 15.84 34.59 0.50 9.50 PhiVc<Vu 6.336 22.4 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 5.95 13.00 -15.86 15.86 33.21 0.52 9.59 PhiVc<Vu 6.271 22.5 6.5 6.0 +1.20D+0.50L+1.605+1.60H 1 6.03 13.00 -15.89 15.89 31.82 0.54 9.69 PhiVc<Vu 6.197 22.6 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 6.12 13.00 -15.91 15.91 30.43 0.57 9.80 PhiVc<Vu 6.115 22.7 6.5 6.0 +1.20D+0.50L+1.605+1.60H 1 6.21 13.00 -15.94 15.94 29.04 0.59 9.92 PhiVc<Vu 6.021 22.8 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 6.30 13.00 -15.97 15.97 27.64 0.63 10.05 PhiVc<Vu 5.916 22.9 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 6.38 13.00 -15.99 15.99 26.24 0.66 10.19 PhiVc<Vu 5.796 23.1 6.5 6.0 +1.200+0.50L+1.60S+1.60H 1 6.47 13.00 -16.02 16.02 24.85 0.70 10.36 PhiVc<Vu 5.660 23.2 6.5 6.0 +1.20D+0.50L+1.605+1.60H 1 6.56 13.00 -16.04 16.04 23.44 0.74 10.54 PhiVc<Vu 5.504 23.4 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 6.64 13.00 -16.07 16.07 22.04 0.79 10.74 PhiVc<Vu 5.325 23.6 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 6.73 13.00 -16.09 16.09 20.63 0.84 10.97 PhiVc<Vu 5.118 23.8 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 6.82 13.00 -16.12 16.12 19.23 0.91 11.24 PhiVc<Vu 4.876 24.1 6.5 6.0 +1.200+0.50L+1.605+1.60H 1 6.91 13.00 -16.14 16.14 17.82 0.98 11.55 PhiVc<Vu 4.592 24.4 6.5 6.0 +1.20D+0.50L+1.605+1.60H 1 6.99 13.00 -16.17 16.17 16.40 1.00 11.63 PhiVc<Vu 4.540 24.5 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 7.08 13.00 -16.19 16.19 14.99 1.00 11.63 PhiVc<Vu 4.565 24.5 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 7.17 13.00 -16.22 16.22 13.57 1.00 11.63 PhiVc<Vu 4.590 24.5 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 7.26 13.00 -16.24 16.24 12.15 1.00 11.63 PhiVc<Vu 4.616 24.5 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 7.34 13.00 -16.27 16.27 10.73 1.00 11.63 PhiVc<Vu 4.641 24.5 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 7.43 13.00 -16.30 16.30 9.31 1.00 11.63 PhiVc<Vu 4.666 24.5 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 7.52 13.00 -16.32 16.32 7.88 1.00 11.63 PhiVc<Vu 4.692 24.5 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 7.61 13.00 -16.35 16.35 6.45 1.00 11.63 PhiVc<Vu 4.717 24.5 6.5 6.0 +1.20D+0.50L+1.605+1.60H 1 7.69 13.00 -16.37 16.37 5.02 1.00 11.63 PhiVc<Vu 4.743 24.5 6.5 6.0 +1.20D+0.50L+1.60S+1.60H 1 7.78 13.00 -16.40 16.40 3.59 1.00 11.63 PhiVc<Vu 4.768 24.5 6.5 6.0 +1.20D+0.50L+1.605+1.60H 1 7.87 13.00 -16.42 16.42 2.16 1.00 11.63 PhiVc<Vu 4.793 24.5 6.5 6.0 +1.200+0.50L+1.60S+1.60H 1 7.96 13.00 -16.45 16.45 0.72 1.00 11.63 PhiVc<Vu 4.819 24.5 6.5 6.0 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 63.41 64.50 0.98 +1.40D+1.60H Span#1 1 8.000 25.07 64.50 0.39 +1.20D+0.50 Lr+1.60 L+1.60 H Span#1 1 8.000 53.43 64.50 0.83 +1.20D+1.60 L+0.505+1.60H