7215 JUNIPER DR 2019-02-11 - Laserfiche WebLink

16 of 21 Concrete Beam Lic.#:KW-06011993 Licensee:L120 Engineering and Design,KW-06011993 Description : 8ft+4ft cantliever Concrete Beam-Uniform Load(1-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) Reqd Suggest +1.20D+0.50L+1.60S+1.f 2 11.25 20.33 -4.39 4.39 3.84 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.28 20.33 -4.45 4.45 3.70 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.31 20.33 -4.51 4.51 3.55 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.35 20.33 -4.58 4.58 3.40 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.38 20.33 -4.64 4.64 3.25 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.41 20.33 -4.70 4.70 3.10 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.44 20.33 -4.77 4.77 2.95 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.48 20.33 -4.83 4.83 2.79 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.51 20.33 -4.89 4.89 2.63 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.54 20.33 -4.96 4.96 2.47 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.58 20.33 -5.02 5.02 2.31 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.61 20.33 -5.09 5.09 2.14 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.64 20.33 -5.15 5.15 1.98 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.67 20.33 -5.21 5.21 1.81 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.71 20.33 -5.28 5.28 1.63 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.E 2 11.74 20.33 -5.34 5.34 1.46 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.77 20.33 -5.40 5.40 1.29 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.E 2 11.80 20.33 -5.47 5.47 1.11 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.84 20.33 -5.53 5.53 0.93 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.87 20.33 -5.60 5.60 0.75 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1A 2 11.90 20.33 -5.66 5.66 0.56 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.93 20.33 -5.72 5.72 0.38 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 11.97 20.33 -5.79 5.79 0.19 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 2 12.00 20.33 -5.85 5.85 0.00 1.00 12.72 Vu<PhiVc/2 Vot Reqd E 12.7 0.0 0.0 Maximum Forces&Stresses for Load Combinations Load Combination Location(ft) Bending Stress Results (k-ft) Segment Length Span# in Span Mu:Max Phi*Mnx Stress Ratio MAXimum BENDING Envelope Span#1 1 4.000 -15.47 22.49 0.69 Span#2 2 8.000 -15.60 22.49 0.69 +1.40D+1.60H Span#1 1 4.000 -8.79 22.49 0.39 Span#2 2 8.000 -8.87 22.49 0.39 +1.20D+0.50Lr+1.60L+1.60H Span#1 1 4.000 -12.62 22.49 0.56 Span#2 2 8.000 -12.72 22.49 0.57 +1.20D+1.60L+0.50S+1.60H Span#1 1 4.000 -14.60 22.49 0.65 Span#2 2 8.000 -14.72 22.49 0.65 +1.20D+1.60Lr+0.50L+1.60H Span#1 1 4.000 -9.13 22.49 0.41 Span#2 2 8.000 -9.20 22.49 0.41 +1.20D+1.60Lr+0.50W+1.60H Span#1 1 4.000 -7.54 22.49 0.34 Span#2 2 8.000 -7.60 22.49 0.34 +1.20D+0.50L+1.60S+1.60H Span#1 1 4.000 -15.47 22.49 0.69 Span#2 2 8.000 -15.60 22.49 0.69 +1.20D+1.60S+0.50W+1.60H Span#1 1 4.000 -13.89 22.49 0.62 Span#2 2 8.000 -14.00 22.49 0.62 +1.20D+0.50Lr+0.50L+W+1.60H Span#1 1 4.000 -9.13 22.49 0.41 Span#2 2 8.000 -9.20 22.49 0.41 +1.20D+0.50L+0.50S+W+1.60H Span#1 1 4.000 -11.11 22.49 0.49 Span#2 2 8.000 -11.20 22.49 0.50 +1.20D+0.50L+0.20S+E+1.60H Span#1 1 4.000 -9.92 22.49 0.44 Span#2 2 8.000 -10.00 22.49 0.44