7215 JUNIPER DR 2019-02-11 - Laserfiche WebLink

9 of 21 Concrete Beam Lic.#:KW-06011993 Licensee:L120 Engineering and Design,KW-06011993 Description : 8ft Concrete Beam-Point Load(1-story Loading) Vertical Reactions Support notation:Far left is//- Load Combination Support 1 Support 2 +D+0.750L+0.750S+0.450W+H 6.067 6.067 +D+0.750L+0.7505+0.5250E+H 6.067 6.067 +0.60D+0.60W+0.60H 2.020 2.020 +0.60D+0.70E+0.60H 2.020 2.020 D Only 3.367 3.367 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.f 1 0.00 20.33 8.04 8.04 0.00 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.( 1 0.01 20.33 8.04 8.04 0.12 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.( 1 0.03 20.33 8.03 8.03 0.23 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.04 20.33 8.03 8.03 0.35 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 8.02 8.02 0.47 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 8.02 8.02 0.59 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.l 1 0.09 20.33 8.01 8.01 0.70 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 8.01 8.01 0.82 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.l 1 0.12 20.33 8.01 8.01 0.94 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.( 1 0.13 20.33 8.00 8.00 1.05 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.l 1 0.15 20.33 8.00 8.00 1.17 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.1 1 0.16 20.33 7.99 7.99 1.29 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.1 1 0.17 20.33 7.99 7.99 1.40 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.605+1.f 1 0.19 20.33 7.99 7.99 1.52 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 7.98 7.98 1.63 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.22 20.33 7.98 7.98 1.75 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.23 20.33 7.97 7.97 1.87 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 7.97 7.97 1.98 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.( 1 0.26 20.33 7.96 7.96 2.10 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.( 1 0.28 20.33 7.96 7.96 2.21 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.( 1 0.29 20.33 7.96 7.96 2.33 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1A 1 0.31 20.33 7.95 7.95 2.45 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.32 20.33 7.95 7.95 2.56 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.E 1 0.34 20.33 7.94 7.94 2.68 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.E 1 0.35 20.33 7.94 7.94 2.79 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1A 1 0.36 20.33 7.93 7.93 2.91 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1A 1 0.38 20.33 7.93 7.93 3.03 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.39 20.33 7.93 7.93 3.14 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.41 20.33 7.92 7.92 3.26 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 7.92 7.92 3.37 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 7.91 7.91 3.49 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.( 1 0.45 20.33 7.91 7.91 3.60 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 7.90 7.90 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 0.48 20.33 7.90 7.90 3.83 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.50 20.33 7.90 7.90 3.95 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1A 1 0.51 20.33 7.89 7.89 4.06 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.( 1 0.52 20.33 7.89 7.89 4.18 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 7.88 7.88 4.29 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.f 1 0.55 20.33 7.88 7.88 4.41 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.1 1 0.57 20.33 7.88 7.88 4.52 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+0.50L+1.60S+1.1 1 0.58 20.33 7.87 7.87 4.64 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0