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

Page 17 of 28 Project Title: Engineer: Project ID: Project Descr: Concrete Beam Software copyright EPNERCALC,INC.1983-2020,Build:12.20.5.31 Lic.#:KW-06011993 L120 Engineering and Design DESCRIPTIO 8ft+3ft cantilever Concrete Beam -Max Uniform Load (2-story) 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'd;uggest +1.20D+1.60L+0.505+1.60H 1 2.79 23.00 -13.15 13.15 18.36 1.00 13.86 PhiVc/2<Vu<_A Reqd 9.E 13.9 0.0 0.0 +1.20D+1.60L+0.505+1.60H 1 2.87 23.00 -13.50 13.50 19.33 1.00 13.86 PhiVc/2<Vu<= t Reqd 9.€ 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.94 23.00 -13.84 13.84 20.34 1.00 13.86 PhiVc/2<Vu<= t Reqd 9.€ 13.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 3.03 23.00 21.34 21.34 20.50 1.00 13.86 PhiVc<Vu 7.476 27.7 11.5 11.0 +1.20D+1.60L+0.505+1.60H 2 3.23 23.00 20.41 20.41 16.41 1.00 13.86 PhiVc<Vu 6.553 27.7 11.5 11.0 +1.20D+1.60L+0.50S+1.60H 2 3.42 23.00 19.49 19.49 12.50 1.00 13.86 PhiVc<Vu 5.630 27.7 11.5 11.0 +1.20D+1.60L+0.50S+1.60H 2 3.62 23.00 18.57 18.57 8.77 1.00 13.86 PhiVc<Vu 4.707 27.7 11.5 11.0 +1.20D+1.60L+0.50S+1.60H 2 3.82 23.00 17.64 17.64 5.22 1.00 13.86 PhiVc<Vu 3.784 27.7 11.5 11.0 +1.20D+1.60L+0.505+1.60H 2 4.01 23.00 16.72 16.72 1.86 1.00 13.86 PhiVc<Vu 2.862 27.7 11.5 11.0 +1.20D+1.60L+0.50S+1.60H 2 4.21 23.00 15.80 15.80 1.33 1.00 14.24 PhiVc<Vu 1.564 28.0 11.5 11.0 +1.20D+1.60L+0.505+1.60H 2 4.40 23.00 14.88 14.88 4.34 1.00 14.24 PhiVc<Vu 0.6412 28.0 11.5 11.0 +1.20D+1.60L+0.50S+1.60H 2 4.60 23.00 13.95 13.95 7.16 1.00 14.24 PhiVc/2<Vu<=>t Reqd 9.€ 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 4.80 23.00 13.03 13.03 9.80 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 2 4.99 23.00 12.11 12.11 12.27 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 2 5.19 23.00 11.19 11.19 14.55 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 2 5.38 23.00 10.26 10.26 16.65 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 2 5.58 23.00 9.34 9.34 18.57 0.96 14.19 PhiVc/2<Vu<=>t Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 5.78 23.00 8.42 8.42 20.31 0.79 14.00 PhiVc/2<Vu<_A Reqd 9.E 14.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 5.97 23.00 7.49 7.49 21.87 0.66 13.85 PhiVc/2<Vu<=>t Reqd 9.E 13.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.17 23.00 6.57 6.57 23.24 0.54 13.72 Vu<PhiVc/2 rt Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.36 23.00 5.65 5.65 24.44 0.44 13.61 Vu<PhiVc/2 rt Reqd 9.E 13.6 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 6.56 23.00 4.73 4.73 25.46 0.36 13.51 Vu<PhiVc/2 >t Reqd 9.E 13.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.76 23.00 3.80 3.80 26.29 0.28 13.42 Vu<PhiVc/2 At Reqd 9.E 13.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 6.95 23.00 2.88 2.88 26.95 0.20 13.34 Vu<PhiVc/2 >t Reqd 9.E 13.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.15 23.00 1.96 1.96 27.42 0.14 13.26 Vu<PhiVc/2 >t Reqd 9.E 13.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.34 23.00 1.03 1.03 27.71 0.07 13.19 Vu<PhiVc/2 At Reqd 9.€ 13.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 7.54 23.00 0.11 0.11 27.83 0.01 13.12 Vu<PhiVc/2 >t Reqd 9.E 13.1 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 7.73 23.00 -0.81 0.81 27.76 0.06 13.17 Vu<PhiVc/2 rt Reqd 9.E 13.2 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 7.93 23.00 -1.73 1.73 27.51 0.12 13.25 Vu<PhiVc/2 rt Reqd 9.E 13.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 8.13 23.00 -2.66 2.66 27.08 0.19 13.32 Vu<PhiVc/2 >t Reqd 9.E 13.3 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 8.32 23.00 -3.58 3.58 26.47 0.26 13.40 Vu<PhiVc/2 t Reqd 9.E 13.4 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 8.52 23.00 -4.50 4.50 25.68 0.34 13.49 Vu<PhiVc/2 >t Reqd 9.E 13.5 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 8.71 23.00 -5.42 5.42 24.70 0.42 13.58 Vu<PhiVc/2 At Reqd 9.E 13.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 8.91 23.00 -6.35 6.35 23.55 0.52 13.69 Vu<PhiVc/2 rt Reqd 9.E 13.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 9.11 23.00 -7.27 7.27 22.22 0.63 13.82 PhiVc/2<Vu<=>t Reqd 9.E 13.8 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 9.30 23.00 -8.19 8.19 20.70 0.76 13.96 PhiVc/2<Vu<= t Reqd 9.E 14.0 0.0 0.0 +1.20D+1.60L+0.505+1.60H 2 9.50 23.00 -9.12 9.12 19.01 0.92 14.14 PhiVc/2<Vu<=>t Reqd 9.E 14.1 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 9.69 23.00 -10.04 10.04 17.13 1.00 14.24 PhiVc/2<Vu<_A Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 9.89 23.00 -10.96 10.96 15.07 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 2 10.09 23.00 -11.88 11.88 12.83 1.00 14.24 PhiVc/2<Vu<_A Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.28 23.00 -12.81 12.81 10.42 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 2 10.48 23.00 -13.73 13.73 7.82 1.00 14.24 PhiVc/2<Vu<_A Reqd 9.E 14.2 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 10.67 23.00 -14.65 14.65 5.04 1.00 14.24 PhiVc<Vu 0.4177 28.0 11.5 11.0 +1.20D+1.60L+0.50S+1.60H 2 10.87 23.00 -15.58 15.58 2.07 1.00 14.24 PhiVc<Vu 1.340 28.0 11.5 11.0 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 3.000 -21.02 22.49 0.93 Span#2 2 8.000 -21.19 22.49 0.94 +1.40D+1.60H Span#1 1 3.000 -10.26 22.49 0.46 Span#2 2 8.000 -10.34 22.49 0.46 +1.20D+0.50Lr+1.60L+1.60H Span#1 1 3.000 -18.79 22.49 0.84