2031 ROCKEFELLER AVE 2019-04-29 - Laserfiche WebLink

13 of 20 Concrete Beam Lic.#:KW-06011993 Licensee:L120 Engineering and Design,KW-06011993 Description : Concrete Beam Section-Uniform Load(2 story) Vertical Reactions Support notation:Far left is#' Load Combination Support 1 Support 2 +D+0.750Lr+0.750L+0.450W+H 5.825 5.825 +D+0.750L+0.750S+0.450W+H 7.175 7.175 +D+0.750L+0.750S+0.5250E+H 7.175 7.175 +0.60D+0.60W+0.60H 2.415 2.415 +0.60D+0.70E+0.60H 2.415 2.415 D Only 4.025 4.025 Lr Only L Only 2.400 2.400 S Only 1.800 1.800 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+1.60L+0.50S+1.E 1 0.00 20.33 9.57 9.57 0.00 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.01 20.33 9.54 9.54 0.10 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.02 20.33 9.50 9.50 0.21 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.03 20.33 9.47 9.47 0.31 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.04 20.33 9.43 9.43 0.42 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.05 20.33 9.40 9.40 0.52 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.07 20.33 9.36 9.36 0.62 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.08 20.33 9.33 9.33 0.72 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.09 20.33 9.29 9.29 0.82 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.10 20.33 9.26 9.26 0.93 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.11 20.33 9.22 9.22 1.03 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.12 20.33 9.19 9.19 1.13 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.E 1 0.13 20.33 9.15 9.15 1.23 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.14 20.33 9.12 9.12 1.33 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.15 20.33 9.08 9.08 1.43 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.16 20.33 9.05 9.05 1.53 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.17 20.33 9.01 9.01 1.62 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.19 20.33 8.98 8.98 1.72 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.20 20.33 8.94 8.94 1.82 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.21 20.33 8.91 8.91 1.92 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.E 1 0.22 20.33 8.87 8.87 2.02 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.23 20.33 8.84 8.84 2.11 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.E 1 0.24 20.33 8.80 8.80 2.21 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.25 20.33 8.77 8.77 2.30 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.26 20.33 8.73 8.73 2.40 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.1 1 0.27 20.33 8.70 8.70 2.50 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.28 20.33 8.66 8.66 2.59 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.30 20.33 8.63 8.63 2.69 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.31 20.33 8.59 8.59 2.78 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.32 20.33 8.56 8.56 2.87 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.E 1 0.33 20.33 8.52 8.52 2.97 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.34 20.33 8.49 8.49 3.06 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.1 1 0.35 20.33 8.45 8.45 3.15 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.36 20.33 8.42 8.42 3.24 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.E 1 0.37 20.33 8.38 8.38 3.34 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.38 20.33 8.35 8.35 3.43 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.39 20.33 8.31 8.31 3.52 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.40 20.33 8.28 8.28 3.61 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.42 20.33 8.25 8.25 3.70 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.43 20.33 8.21 8.21 3.79 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0