7215 JUNIPER DR 2019-02-11 - Laserfiche WebLink

10 of 21 Concrete Beam Lic.#:KW-06011993 Licensee:L120 Engineering and Design,KW-06011993 Description : 8ft Concrete Beam-Point 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 7.68 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+1.1 1 7.69 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.( 1 7.71 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+1.( 1 7.72 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 1 7.74 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 1 7.75 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 7.77 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+1.1 1 7.78 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+1.1 1 7.80 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+1.1 1 7.81 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+1.1 1 7.83 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+1.603+1.1 1 7.84 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 7.85 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 7.87 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+1.1 1 7.88 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 7.90 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.( 1 7.91 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+1.603+1.1 1 7.93 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.( 1 7.94 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.( 1 7.96 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.( 1 7.97 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.( 1 7.99 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 8.00 20.33 -8.04 8.04 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 29.79 36.05 0.83 +1.40D+1.60H Span#1 1 8.000 16.12 36.05 0.45 +1.20D+0.50Lr+1.60L+1.60H Span#1 1 8.000 24.04 36.05 0.67 +1.20D+1.60L+0.50S+1.60H Span#1 1 8.000 28.03 36.05 0.78 +1.20D+1.60Lr+0.50L+1.60H Span#1 1 8.000 17.01 36.05 0.47 +1.20D+1.60Lr+0.50W+1.60H Span#1 1 8.000 13.82 36.05 0.38 +1.20D+0.50L+1.60S+1.60H Span#1 1 8.000 29.79 36.05 0.83 +1.20D+1.60S+0.50W+1.60H Span#1 1 8.000 26.60 36.05 0.74 +1.20D+0.50Lr+0.50L+W+1.60H Span#1 1 8.000 17.01 36.05 0.47 +1.20D+0.50L+0.50S+W+1.60H Span#1 1 8.000 21.01 36.05 0.58 +1.20D+0.50L+0.20S+E+1.60H Span#1 1 8.000 18.61 36.05 0.52 +0.90D+W+0.90H Span#1 1 8.000 10.36 36.05 0.29 +0.90D+E+0.90H Span#1 1 8.000 10.36 36.05 0.29 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.0048 4.000 0.0000 0.000