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Project Title: ' <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Beam on Elastic Foundation Project File:Boeing Rail.ec6 <br /> LIC#:KW-06018139,Build:20.23.05.25 KPFF CONSULTING ENGINEERS SEA (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Typical Slab with Forklift Load <br /> Detailed Shear Information <br /> Span Distance'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Spacing(in) <br /> Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) Req'd Suggest <br /> +1.20D+1.60L 1 14.56 15.00 -16.38 16.38 47.55 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 14.82 15.00 -15.34 15.34 43.15 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 15.09 15.00 -14.33 14.33 39.02 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 15.35 15.00 -13.35 13.35 35.15 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 15.62 15.00 -12.40 12.40 31.55 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 15.88 15.00 -11.49 11.49 28.20 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 16.15 15.00 -10.60 10.60 25.09 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 16.41 15.00 -9.75 9.75 22.21 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 16.68 15.00 -8.93 8.93 19.57 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 16.94 15.00 -8.14 8.14 17.13 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 17.21 15.00 -7.39 7.39 14.91 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 17.47 15.00 -6.67 6.67 12.89 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 17.74 15.00 -5.98 5.98 11.05 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 18.00 15.00 -5.33 5.33 9.40 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 18.26 15.00 -4.71 4.71 7.92 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 18.53 15.00 -4.13 4.13 6.61 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 18.79 15.00 -3.59 3.59 5.44 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 19.06 15.00 -3.08 3.08 4.42 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 19.32 15.00 -2.61 2.61 3.54 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 19.59 15.00 -2.17 2.17 2.78 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 19.85 15.00 -1.77 1.77 2.14 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 20.12 15.00 -1.40 1.40 1.60 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 20.38 15.00 -1.07 1.07 1.16 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 20.65 15.00 -0.78 0.78 0.81 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 20.91 15.00 -0.52 0.52 0.54 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 21.18 15.00 -0.29 0.29 0.33 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +0.90D 1 21.44 15.00 0.26 0.26 0.00 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +0.90D 1 21.71 15.00 0.26 0.26 0.00 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +0.90D 1 21.97 15.00 0.26 0.26 0.00 1.00 156.46 Vu<PhIVc/2 Not Reqd 0.00 0.00 <br /> +0.90D 1 22.24 15.00 0.26 0.26 0.00 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> B005 <br />