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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 Rail Loads <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 17.47 15.00 -55.07 55.07 183.22 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 17.79 15.00 -51.49 51.49 165.30 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 18.12 15.00 -47.99 47.99 148.55 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 18.44 15.00 -44.59 44.59 132.92 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 18.76 15.00 -41.28 41.28 118.39 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 19.09 15.00 -38.08 38.08 104.93 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 19.41 15.00 -34.99 34.99 92.51 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 19.74 15.00 -32.02 32.02 81.08 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 20.06 15.00 -29.16 29.16 70.62 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 20.38 15.00 -26.43 26.43 61.09 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 20.71 15.00 -23.82 23.82 52.43 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 21.03 15.00 -21.33 21.33 44.63 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 21.35 15.00 -18.97 18.97 37.62 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 21.68 15.00 -16.75 16.75 31.38 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 22.00 15.00 -14.65 14.65 25.86 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 22.32 15.00 -12.69 12.69 21.02 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 22.65 15.00 -10.86 10.86 16.81 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 22.97 15.00 -9.17 9.17 13.19 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 23.29 15.00 -7.61 7.61 10.12 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 23.62 15.00 -6.19 6.19 7.56 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 23.94 15.00 -4.91 4.91 5.45 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 24.26 15.00 -3.76 3.76 3.76 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 24.59 15.00 -2.75 2.75 2.44 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 24.91 15.00 -1.87 1.87 1.45 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 25.24 15.00 -1.13 1.13 0.74 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 25.56 15.00 -0.53 0.53 0.27 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +0.90D 1 25.88 15.00 0.32 0.32 0.00 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +0.90D 1 26.21 15.00 0.32 0.32 0.00 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 26.53 15.00 0.45 0.45 0.14 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 26.85 15.00 0.51 0.51 0.10 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> +1.20D+1.60L 1 27.18 15.00 0.43 0.43 0.04 1.00 156.46 Vu<PhiVc/2 Not Reqd 0.00 0.00 <br /> B011 <br />