7215 JUNIPER DR 2019-02-11 - Laserfiche WebLink

12 of 21 ConcreteBeam Lic.#:KW-06011993 Licensee:L120 Engineering and Design, KW-06011993 Description : 8ft Concrete Beam-Uniform Load(1-story Loading) Vertical Reactions Support notation:Far left is#t Load Combination Support 1 Support 2 +D+0.750Lr+0.750L+0.450W+H 4.367 4.367 +D+0.750L+0.750S+0.450W+H 5.867 5.867 +D+0.750L+0.750S+0.5250E+H 5.867 5.867 +0.60D+0.60W+0.60H 1.900 1.900 +0.60D+0.70E+0.60H 1.900 1.900 D Only 3.167 3.167 Lr Only L Only 1.600 1.600 S Only 2.000 2.000 W Only E Only 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'd Suggest +1.20D+0.50L+1.60S+1.E 1 0.00 20.33 7.80 7.80 0.00 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.01 20.33 7.77 7.77 0.11 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.605+1.1 1 0.03 20.33 7.74 7.74 0.23 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.E 1 0.04 20.33 7.71 7.71 0.34 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.06 20.33 7.69 7.69 0.45 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.07 20.33 7.66 7.66 0.56 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.09 20.33 7.63 7.63 0.67 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.10 20.33 7.60 7.60 0.79 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.12 20.33 7.57 7.57 0.90 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.13 20.33 7.54 7.54 1.01 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.15 20.33 7.52 7.52 1.12 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.16 20.33 7.49 7.49 1.23 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.17 20.33 7.46 7.46 1.33 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.19 20.33 7.43 7.43 1.44 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.20 20.33 7.40 7.40 1.55 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.E 1 0.22 20.33 7.37 7.37 1.66 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.1 1 0.23 20.33 7.35 7.35 1.77 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.25 20.33 7.32 7.32 1.87 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.1 1 0.26 20.33 7.29 7.29 1.98 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.E 1 0.28 20.33 7.26 7.26 2.08 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.29 20.33 7.23 7.23 2.19 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.31 20.33 7.20 7.20 2.30 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.32 20.33 7.17 7.17 2.40 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.34 20.33 7.15 7.15 2.50 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.1 1 0.35 20.33 7.12 7.12 2.61 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.1 1 0.36 20.33 7.09 7.09 2.71 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.38 20.33 7.06 7.06 2.82 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.E 1 0.39 20.33 7.03 7.03 2.92 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.605+1.1 1 0.41 20.33 7.00 7.00 3.02 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.42 20.33 6.98 6.98 3.12 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.44 20.33 6.95 6.95 3.22 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.E 1 0.45 20.33 6.92 6.92 3.32 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.47 20.33 6.89 6.89 3.43 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.E 1 0.48 20.33 6.86 6.86 3.53 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.1 1 0.50 20.33 6.83 6.83 3.63 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.1 1 0.51 20.33 6.81 6.81 3.72 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.52 20.33 6.78 6.78 3.82 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.54 20.33 6.75 6.75 3.92 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.( 1 0.55 20.33 6.72 6.72 4.02 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.( 1 0.57 20.33 6.69 6.69 4.12 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0