7215 JUNIPER DR 2019-02-11 - Laserfiche WebLink

13 of 21 Concrete Beam Lic.#:KW-06011993 Licensee:L120 Engineering and Design,KW-06011993 Description : 8ft 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) Req'd Suggest +1.20D+0.50L+1.60S+1.1 1 7.66 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 7.68 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+1.1 1 7.69 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+1.1 1 7.71 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+1.605+1.1 1 7.72 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+1.1 1 7.74 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+1.1 1 7.75 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 7.77 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+1.1 1 7.78 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 7.80 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+1.1 1 7.81 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+1.1 1 7.83 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+1.1 1 7.84 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+1.1 1 7.85 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+1.1 1 7.87 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+1.1 1 7.88 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+1.1 1 7.90 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+1.605+1.1 1 7.91 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+1.1 1 7.93 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+1.1 1 7.94 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+1.1 1 7.96 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+1.1 1 7.97 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+1.1 1 7.99 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+1.60S+1.1 1 8.00 20.33 -7.80 7.80 0.00 1.00 12.72 PhiVc/2<Vu<= Not Reqd 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 8.000 15.60 36.05 0.43 +1.40D+1.6011 Span#1 1 8.000 8.87 36.05 0.25 +1.20D+0.50Lr+1.60L+1.6011 Span#1 1 8.000 12.72 36.05 0.35 +1.20D+1.60L+0.50S+1.6011 Span#1 1 8.000 14.72 36.05 0.41 +1.20D+1.60Lr+0.50L+1.6011 Span#1 1 8.000 9.20 36.05 0.26 +1.20 D+1.60 Lr+0.50 W+1.6011 Span#1 1 8.000 7.60 36.05 0.21 +1.20D+0.50L+1.60S+1.60H Span#1 1 8.000 15.60 36.05 0.43 +1.20D+1.605+0.50W+1.6011 Span#1 1 8.000 14.00 36.05 0.39 +1.20D+0.50Lr+0.50L+W+1.60H Span#1 1 8.000 9.20 36.05 0.26 +1.20D+0.50L+0.50S+W+1.60H Span#1 1 8.000 11.20 36.05 0.31 +1.20D+0.50L+0.20S+E+1.60H Span#1 1 8.000 10.00 36.05 0.28 +0.90D+W+0.90H Span#1 1 8.000 5.70 36.05 0.16 +0.90D+E+0.90H Span#1 1 8.000 5.70 36.05 0.16 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.7505+0.5250E+H 1 0.0031 4.000 0.0000 0.000