2031 ROCKEFELLER AVE 2019-04-29 - Laserfiche WebLink

10 of 20 Concrete Beam Lic.#:KW-06011993 Licensee:L120 Engineering and Design,KW-06011993 Description : Concrete Beam Section-Point Load(2 story) Vertical Reactions Support notation:Far left is# Load Combination Support 1 Support 2 +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.f 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 9.57 9.57 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 9.56 9.56 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 9.56 9.56 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 9.56 9.56 0.42 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.! 1 0.05 20.33 9.55 9.55 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 9.55 9.55 0.63 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 9.55 9.55 0.73 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 9.54 9.54 0.84 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 9.54 9.54 0.94 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 9.54 9.54 1.04 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 9.54 9.54 1.15 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.13 20.33 9.53 9.53 1.25 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 9.53 9.53 1.36 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 9.53 9.53 1.46 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 9.52 9.52 1.56 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 9.52 9.52 1.67 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 9.52 9.52 1.77 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 9.51 9.51 1.88 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 9.51 9.51 1.98 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.22 20.33 9.51 9.51 2.08 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 9.50 9.50 2.19 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.24 20.33 9.50 9.50 2.29 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 9.50 9.50 2.40 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 9.49 9.49 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 0.27 20.33 9.49 9.49 2.60 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 9.49 9.49 2.71 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 9.48 9.48 2.81 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 9.48 9.48 2.91 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.! 1 0.32 20.33 9.48 9.48 3.02 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.33 20.33 9.47 9.47 3.12 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 9.47 9.47 3.23 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.35 20.33 9.47 9.47 3.33 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.36 20.33 9.47 9.47 3.43 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.! 1 0.37 20.33 9.46 9.46 3.54 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.! 1 0.38 20.33 9.46 9.46 3.64 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 9.46 9.46 3.74 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 9.45 9.45 3.85 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 9.45 9.45 3.95 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 9.45 9.45 4.05 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0 +1.20D+1.60L+0.50S+1.f 1 0.44 20.33 9.44 9.44 4.16 1.00 12.72 PhiVc/2<Vu<= Not Reqd 12.7 0.0 0.0